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2011-584
411_1111"obak TOWN OF QUEENSBURY t4rpco 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110584 Date Issued: Friday, March 16, 2012 This is to certify that work requested to be done as shown by Permit Number P20110584 has been completed. Location: 1133 STATE ROUTE 9 Tax Map Number: 523400-295-012-0001-003-000-0000 Owner: 1133 STATE ROUTE 9 LLC Applicant: MARTHA'S DANDEE CREME This structure may be occupied as a: Commercial 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 Planning Board Direct g& od Inforc\ ent 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: P20110584 Application Number: A20110584 Tax Map No: 523400-295-012-0001-003-000-0000 Permission is hereby granted to: MARTHA'S DANDEE CREME For property located at: 1133 STATE ROUTE 9 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: GREAT ESCAPE THEME PARK LP Commercial Addition $100,000.00 PO BOX 543185 DALLAS TX 75354-3185 Total Value $100,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-584 Martha's Dandee Creme- 649 sq ft commercial alteration $150.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,December 13,2012 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To ueensl�G}y; , Tuiesday,December 13,2011 t . ..—.. SIGNED BY � y ::r' ;if for the Town of Queensbury. Director of Building&Code Enforcement 2 22 -� 7 OFFICE USE ONLY , TAX MAP NO. � PERMIT NO. it- 514 _ i IV�V 2 2011 U ' t FEES: PERMIT__ } .: RECREATION ENGINEERING ' ; (If applicable) TOWN OF QUEENSBURY tlitLIrNG"&LODES PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUI p J A.112P CVOS-C. OWNER: { "NIJ1'4j Utkrea4 -p1 aE ADDRESS: C-?-01.01,e<_12-04 t ilf ADDRESS: 1133 ' TA-1 __'Ie�i a. PHONE NOS. 56- "1R$-____033S PHONE NOS. 5IS-l'Cn- 037Z fttoNsia 44 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:_ _ HONE:_ —I _ b LOCATION OF PROPERTY: 119J 6rPstS ge*Ae - HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? DYES 0 NO 2 IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: LS- G(!t1 /II 1 L 2Q11/ I I"'20i1 1I41-2011 PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT zp APPLY TO YOUR z p a C1 w w u) Lij PROJECT o OJTce -' oa = _ o w i w LL. Li— z ooc� U.1 a a - con iv con oLL O- LL mots SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- ✓ /4Qf /_� 9 ' MI' 'f' MERCANTILE w t ((J�1'� v FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER Town of Queensbury*Community Development Office*742 Bay Road, Queensbury NY 12804 1 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: khOt: _t1 _ ESTIMATED CONSTRUCTION COST: 15I00 i FUEL TYPE:_, HEAT TYPE:__ _ "HOW MANY FIREPLACE(S): __AND/OR WOODSTOVES(S): ZONING CATEGORY: 4b•-'114‹ARE THERE WETLANDS ON THIS SITE? NCJ____ IS THIS A HISTORIC SITE?—_ _ PROPOSED USE OF BUILDING OR ADDITION: ICC. CA i.?t ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? _OD ARE THERE EASEMENTS ON PROPERTY? Not *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read d agre- to t - a•ove. // ,,pper�� /6r Afr Signed - ------ �1J.� zy"i Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury*Community Development Office*742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: • BUILDING &CODES APPROVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 7614256 OR EMAIL codes(a)queensburv.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes ___No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 Foundation Inspection Report • Office No.(518)761-8256 Datetion - Queensbury Building&Code Enforcement Arrive: l= 50 dApjli Depart: r 742 Bay Rd.,Queensbury,NY 12804 Inspector's •, : \ NAME: het NA'Pl I t #: \ \ LOCATION: 1 \ ?7 j - A—E TF. SPECT ON: 3 — — TYPE OF STRUCTURE: V�' 9 Zl� COMMA NIA Footings Piers Monolithic Slab Reinforcement in Place &? The contractor is responsible forproviding protecti ``\ for 48 hours � �L� IP* placementwing the �(i k \�i of the concrete. \ � �� Materials for this purpose on site. _ ()‘ Foundation/Wailpour frD Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofiag 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. LABWIding&Codes Forms\Building&Codes\Inspecton FonnsWoundatton Inspection Report.doc Last printed 12/20/2005 9:24:00 AM evergreen - TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Martha's Ice Cream CLIENT: Hilltop Construction REPORT NO: E-11-153-12-27-11 CONTRACTOR: Hilltop/ Kruger CONCRETE SUPPLIER: Pallette DATE: 12-27-11 LOCATION: Foundation walls for addition 5 JOB NO: ETE-11-153 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (in.) Temp Air Temp. Set No. Plant Total Remarks +Field 1 788750 4584 11.5 1345 1410 1500 5.25 38 7 4 61 4000F Set 1 of 6 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:JS NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to: Paul Kruger 1 4835 12-28-11 1-03-12 141.9 7 2840 Transported By:JS 4836 1-03-12 142.9 7 3120 4837 1-24-12 142.9 28 4520 Remarks: 1% calcium chlor. 4838 1-24-12 141.9 28 4540 4839 141.6 H Weather: Overcast, cold 4840 143.7 H Specification at 28 Days: 4K Average 28 Day Strength: 4530 Average 56 Day Strength: evergreen TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Martha's Ice Cream CLIENT: Hilltop Construction REPORT NO: E-11-153-12-27-11 CONTRACTOR: Hilltop/ Kruger CONCRETE SUPPLIER: Pallette DATE: 12-27-11 LOCATION: Foundation walls for addition 5 JOB NO: ETE-11-153 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (in.) Temp Air Temp. Set No. Plant Total Remarks +Field 1 788750 4584 11.5 1345 1410 1500 5.25 38 7.4 61 4000F Set 1 of 6 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:JS NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to:Paul Kruger 1 4835 12-28-11 1-03-12 141.9 7 2840 Transported By:JS 4836 1-03-12 142.9 7 3120 4837 1-24-12 142.9 28 Remarks: 1%calcium chlor. 4838 1-24-12 141.9 28 4839 141.6 H Weather: Overcast, cold 4840 143.7 H Specification at 28 Days: 4K Average 28 Day Strength: Average 56 Day Strength: eve rg re e n TESTING & ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Martha's Ice Cream REPORT NO: E-11-153-12-27-11 CLIENT: Hilltop Construction DATE: 12-27-11 CONTRACTOR: Hilltop/Kruger JOB NO. ETE-11-153 A representative of Evergreen Testing was present at the above referenced project for the purpose of concrete placement scheduled for 1:00 PM. While on site, the following observations were made; Concrete reinforcement was inspected by the town representative. Concrete forms were observed to be suitable for concrete placements, and concrete blankets were on site for cold weather protection. Concrete placement began at 2:05 PM. Concrete specifications could not be found on site Observations were reported to Paul Kruger. BY: JS evergreen • TESTING& ENVIRONMENTAL SERVICES, INC. C 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: January 5, 2012 PROJECT NO: ETE-11-153 Martha's Ice Cream TO: Hilltop Construction 51 Crowley Road Hudson Falls, NY 12839 REPORT ENCLOSED: DATES: CONCRETE: DENSITY: SITE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: 288 OTHER: DISTRIBUTION: Particle Size Distribution Report C C O O O 100 I 1 I I e I OD f+7 N ,- w CO ik it a ik ik 3! it 0 1 1 I S 90 I. J i 10 80 20 70 30 it W 60 40 Z ~ Z 50 50 W U W 40 60 0- 30 1 1 70 20 I 80 10 I 1 90 0 0 I I 100 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm. %+3" %Gravel %Sand %Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.1 4.4 88.5 7.0 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) medium to fine SAND,trace Silt #4 100.0 #10 99.9 #40 95.5 Atterberg Limits #100 43.1 PL= NP LL= NP PI= NP #200 7.0 Coefficients D90= 0.3641 D85= 0.3240 D60= 0.2017 D50= 0.1694 D30= 0.1177 D15= 0.0879 D10= 0.0796 Cu— 2.53 C�= 0.86 Classification USCS= SP-SM AASHTO= A-3 Remarks Per ASTM D422 Washed * (no specification provided) Source of Sample: In-Place Sample Number: 288 Date: 12-22-11 EVERGREEN Client: Hilltop Construction TESTING, INC. Project: Martha's Ice Cream Watervliet, NY Project No: ETE-11-153 Figure 288 Tested By: EM Checked By: GB COMPACTION TEST REPORT 105.8 i 1 9%. 1154 R I flHiIiiiIiII1IIIIIII 105.3 1 104.8 U a. .,, garargrArg ...... .4 U•U..■. i..I■..... ... cm 104.3 1I EIIIIIIIIIIIIIIIIII 103.8 1111111111 1 111 III II 111111 ZAV1 Sp.G 2.50 103.3 0 5 10 15 20 25 30 Water content, % Test specification: ASTM D 1557-02 Method A Modified Elev/ Classification Nat. Sp.G. LL PI %> % < P� Depth USCS AASHTO Moist. #4 No.20 SP-SM A-3 2.4 NP NP 0.0 7.0 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density= 105.4 pcf medium to fine SAND,trace Silt Optimum moisture= 13.9% Project No. ETE-11-153 Client: Hilltop Construction Remarks: Project: Martha's Ice Cream Per ASTM D1557-02 o Source of Sample: In-Place Sample Number: 288 EVERGREEN TESTING, INC. Watervliet, NY Figure 288 Tested BY: EM Checked BY: GB Framing / Firestopping Inspection Report Office No. (518)761-8256 Date I ,-,,1„,6,141° Queensbury Building&Code Enforcement Arrive. ':=_e$*�?•v r:: • : am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's In' :0i NAME: CTR 01Th ERMIT#: - LOCATION: ma :ti Cl INSPECT ON: - - TYPE OF STRUCTURE: ‘amiY Jim MME CONTS: V - Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging �C �1 �= aQ Joist hangers Jack Posts/Main Beams L 'j'` F - ���� Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nabs each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:16ullding&Codes Forms-OIDIBuilding&CodesWgpsdion Fonnifframr i g Firestopping Inspection Repoitdoc Revised January 7,2008 RUCINSKI HALL ARCHITECTURE �,�""'� �c. CL Ronald Richard Rucinski s' Ethan Peter Hall G L 627 Maple Avenue ,J(� Saratoga Springs NY 12866 P Voice 518 580 1905 Fax 518 584 5012 Email ephall©nycap.rr.com Special Inspection Report To: John O'Brien - Town of Queensbury—Building Department From: Ethan Hall Date: 19 March, 2012 Re: Martha's Dandee Crème At the above referenced project location we have performed periodic site observations to review the work installed for the building additions and renovations and all revisions made have been reviewed by this office. To the best of my knowledge and belief these items have been installed in accordance with the design drawings and are acceptable to this office. If there are any questions please contact our office. _ Regards, 'a{._•$ 4=" Ethan . y.„:,,,, If the ., _, Cc: Dennis LaFontaine—Martha's Dandee Creme Tom Albrecht—Hilltop Construction Y:\Martha's Dandee Creme\Paperwurk\Spe ial Inspection Report 19 March 2012.40 c I $Framing / FirestoppingJ !npo Office No. (518)761-8256 Date I _ •4 .= _ .: Queensbury Building&Code Enforcement Arrive: 17% ,v a +• , • _ : . ,�Z e a ,0 . 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: Veil #: LOCATION: �, A, 7 . 'PERMIT NSPECT ON: 3.— 12, TYPE OF STRUCTURE: Framing Y COMMENTS: A ••:- 22'x 30' minimum Jack Studs/Headers G Bracing/Bridging 4 \ �� Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 17 O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'i4(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 L:1Bulding&Codes Forrns-OLD\Building&Codesgnspection FonnsVFnrrnp Firestopping inspection Rsport.doc Revised January 7,2008 Foo /410J Inspection Fan, Town of Queensbury Fire Marshal Periodic inspection Date:__::4 '0°P'" 742 Bay Road,Queensbury NY 12804 o Re-Inspection 518 7 8206/518 761 8205 CO Inspection Permit#: Fir ar;hals Representative ] / Palmer Business Name: /' �! l�G �/ Location: // j � ` 21:)c.),-;-k GK Stillman Contact: Type of Inspection N/A Yes No EXITS: Exit Access FC 1014&FC1029 �'°� NOTES Exit Enclosure FC 1020&FC1029 Exit Discharge FC 1024&FC1029 Locks and latches FC1008& FC1029.2 ...."'"- Sign:Normal FC 1011 &FC1029 Sign:backup FC 1011.5.3&FC1029.7.5 �e''' AISLES: r ° Main Aisle Width FC 1024/1025&FC1029.11 _/ _1LL,� (Z'--(Z' - Il J/i, 16.. Secondary Aisle Width FC 1025&FC1029.11 / 7� `� FIRE EXTINGUISHER: Hung FC 906 Inspection of extinguisher FC 906 EVAC Plan FC 404.6 TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: — 74 :'<c__, / t� 5.' �, Interior FC 1006.3&FC1029.8 !- 1 / /� i-i ►`�y% Exterior FC 1006.3 C 2-7) Clearance to Electrical FC 605.3 Electric Wiring Enclosed/Labeled FC 605.3.1 Y /� / / • Combustibles in Equipment Rooms FC315.2.3 , CfI ..., yr A// E2 rz-,c F.D.Signage- FC 510 No Smoking Signs FC 310.3 Storage FC 315.2 /�' Compressed Gas FC 3003 j? Mo . .4s " ' -kv c Vehicle Impact Protection FC 312.1t Interior Finishes FC 803-804 b oi 'n i/3 Smoke Detectors FC 907 CO detectors FC 610 C L/,,)duets "t 5 U .L 4� ) aZL !- Gc Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" " EVAC SIGNS IN Rooms FC 404.6(R1 &R2) scO pei -S l _j_t.,sr4 Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 ExtVacant StoragFC 315.3311REINSPECTION DUE APPROXIMATEL Vacant Buildings FC 311 �° 21 DAYS SYSTEMS: FC 901.6 Insp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: OK NC HVAC Shutdown Sprinkler System Annual • Sprinkler FDC ' i X Kitchen Suppression Semi Annual / Fuel Island Suppression Semi Annual Hood Cleaning 3-6-Annual Knox Box:installed/checked FC506 A Operating Permit, if required will be issued after Completion of Inspection \1/4\ 1 :" Commercial Final Inspection R rt Office No.: (518) 761-8256 Date Ince' • . =• ==S - ,i: Queensbury Building&Code Enforcement Arrive: I r-17 a d% Depart: 113 am/pm 742 Bay R• •, Quee sbury, NY 12804 Inspector's Initials. _ir NAME: PERMIT '. - 111. __ LOCATIO : If/3 3 1I4 Poo-,ci DATE: '411L-VIN 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 Banisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in.I Step Risers 7"I Treads 11" Vestibules For Exit docs>3000 sq. ft. All Doors 36 in.wlLever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44'(i)/Canopy or Equiv. ----�j N)p�T� __v__ j Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay / N E ev h It) 7,C cF Relief Valve,Heat Trap I Water Temp.110 Degrees Maximum ✓ Boiler I Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion e___. .- tkk Till iLu , Low Water Shut Off For Boilers 4‘;> ��.A Gas Furnace Shut Off Within 30 ft or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Td t>MH i (ac c Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 'A doors > 10%> 1000 sq.ft. c6?___ ° Hour Corridor Doors&Closers Fireside/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors .Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30'(h),Crawl Space Access 18"x 24" — Smoke Vents Or Fan, if required i?.-E._ f_-- p celti Elevator Operation and Signage/Shaft Sealed '-"CikkZ?-- \ 1- aa)(7 _Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in.,Checkout 36" .N �l Handicapped Ramp/Handrails Continuous/12 in. Beyond[Both des -27 ` si ] Active Listening System and Signage Assembly Space 1 / Final Electrical/Flex Gas Piping Bonded Ft.Atka .- . f 6-41`6" `0,-E_ -- Site Plan/Variance required % Final Survey, New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File 'AikEN> -g- cG �►� Building Number or Tenant Address on Building or Driveway 4' e--9.___ �%L l-k C�Oi Water Fountain or Cooler `�� Building Access All Sides by 20'/Driveable Surface 20'wide �ki;� Okay To Issue Temp. or Permanent CIO Okay To Issue CIC L:\Building&Codes FormssBuilding&Codes inspection ForatrACommercial Final Inspection Report.doc Revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: ��7 /2-- Queensbury Building &Code Enforcement Arrive: am/pm Depart: II i n pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ��! _ NAME: fl . S^ PERMIT #: - LOCATION:,/ 1 3 s 1. i . INSPECT ON: _ "2--- TYPE OF STRUCTURE: _ ' .1101011.10•_ Y N NIA Rough Plumbing /Nail Plates Plumbing Vent I Vents in Place 1 14 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 0 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check T ek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulations Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape -44 COMMENTS: -AA Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing I Insulation Inspection Report crY Office No. (518)761-8256 Date ins• «'on r- +uest;l c eived: Queensbury Building &Code Enforcement Arrive: ', 14 a a• depart: if 742 Bay Road, Queensbury, NY 12804 Inspector's Initia 4: NAME: d LL AC'S ,— Z – . PERMIT#: ll-S' LOCATION: (I 3 , • INSPECT ON: 6 TYPE OF STRUCTURE: �-�� ( Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head r15minutes 1 Insu.§tiottiResidential Check/Commercial Check , V -- F« z ) `----T vek or Similar Exterior Sealant Proper Vent, Attic Vent \gQyc� N I c t) Door/Window Sealed (No Insulation) • Duct/Hot Water Piping Insulation If required unheated spaces r Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: C t Rough Plumbing insulation Reportrevised Nov 17 2003, wised February 15,2005, revised January 7,2008 Rough Plumbing / Ins at'on In pection Report Office No. (518) 761-8256 Date Ins• - 'on r. • ; "1v ': Queensbury Building &Code Enforcement Arrive: ', t = p ry- •art: a ► • 742 Bay Road, Queensbury, NY 12804 Inspector's In': - =. Arir NAME: h r._al.,' -i. 'MIT#: / / S74- LOCATION: - LOCATION: '• - 7 INSPECT ON: TYPE OF STRUCTURE: MME5 �Y / NIA \J R V P • - .�a'l/Vents in Place v 1 'r4 inch minimum Drain Size v Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain/Vent fr. Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test ✓ Aee�!i-t�e�adPPIY Piping P.S.I for 15 minutes v Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape AM\ COMMENTS: ?Lo a7erUz: kAL L c Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report �� ` j Office No. (518)761-8256 Date 1 Queensbury Building&Code Enforcement Arrive: an/pry!', : :w, 742 Bay Road, Queensbury, NY 12804 inspector's NAME: PERMIT#: lI- 5 LOCATION: i/_33 5.r- PA-. 11 INSPECT ON: I 7 - r:Z, TYPE OF STRUCTURE: VENTS: Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers //•— `�' \ i�6��?-'� kik Jack Posts/Main Beams (//. Exterior sheeting nailed properl \h L-u") 4 \c-E- 12" c -12"O.C. Headroom 6 ft. 8 in. Stahwells 36 in. or more Exterior Deck Bracing 1-7—CZ? k 4\-1- Headroom �Headroom 6 ft. 8 in. • �-== Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate � 1 �--s1 - 0-7 ( 1 i4(w) 16 gauge(8) 160 nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or lesson center Ice and water shield 24 inches from wad on1, 2, 3hour 2, 3, 4 hour Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/6 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 L:1Buiiding&Codes Fortis-OLD1BulIding&Code&Jnspection ForenslF+mming FineEopping Inspection Ftepoadoc Revised Jenuery 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 13-.a ' -1 ) Queensbury Building &Code Enforcement Arrive: am/pm art: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: • NAME: n PERMIT #: cX)/- 56 4 LOCATION: ,i 33 4 c1 INSPECT ON: 0- A el- TYPE OF STRUCTURE: .,M�\-) Y N N/A Rough Plumbing/Nail Plates Plumbing Vent I Vents in Place 1 % inch minimum Drain Size \_�4)-f Washing Machine Drain 2 inch minimum Cleanout every 100 feet l change of direction Pressure Test (i0/ Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check T ek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 • Foundation Inspection Report Office No.(518)761-8256 Date Inspection = ue i i�ecei 4�- �.�/..a i Queensbury Building&Code Enforcement Arrive: 4°t�P.: ,� art: �.� � 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini : ss: 1., NAME: '11419 6411PERMIT#: �' $ LOCATION: k L 3 S 9 INSPECT ON: ��/"NW, 11 TYPE OF STRUCTURE: LZ--KL emu Comment Y N N/A Footings Piers Monolithic Slab 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 Footing Dowels or Keyway in place r. ..ting Footing Drain Daylight or Sump • ooting Drain Stone: 12 inch width . ,, _ ••ting 6 mil poly for wet : =_ under slab ting Under Slab PV mapper Feundatkon TR". Baierkw 1111 0 V Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM I --13 • Foundation Inspection Report Office No.(518)761-8256 Date Inspection .' 'e -• ' -- : Queensbury Building&Code Enforcement Arrive: t7-4() (pm ,/ Depart: 1 pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials .► NAME: JC (iCS j RMIT#: LOCATION: /13 � 4 ' Kex,`k 7 INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materi: •-• on site. Foundatio /Wallpour Reinforcemen I = : e Footing Dowels or Keyway in place VVV Foundation Dampproofmg 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. L:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1 —/C' tjr( C . Foundation Inspection Report Pe �o Office No.(518)761-8256 Date Inspection es ,y, ved. 440 Queensbury Building&Code Enforcement Arrive: = as : i Depart: Uri : s ..•--. 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini ii ..s: _r/�, z NAME: /114 r J OF I T#: )(--5T4 LOCATION: - pn,)13 �,�'� `�� INSPECT ON: f 2-2`?---%� TYPE OF STRUCTURE: Comments Y N N/A Footings /Monolithic SlabI. V 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. _ ji/.Foundation/Wallpour Reinforcement in Place SiFooting 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. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM