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2015-400 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: P20150400 Date Issued: Tuesday, April 26, 2016 This is to certify that work requested to be done as shown by Permit Number P20150400 has been completed. Location: 1172 STATE ROUTE 9 Tax Map Number: 523400-288-020-0001-020-000-0000 Owner: GREAT ESCAPE THEME PARK LP Applicant: GREAT ESCAPE THEME PARK LP 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 �fJ other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement 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: P20150400 Application Number: A20150400 Tax Map No: 523400-288-020-0001-020-000-0000 Permission is hereby granted to: GREAT ESCAPE THEME PARK LP For property located at: 1172 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 $50,000.00 PO BOX 543185 Total Value DALLAS TX 75354-3185 $50,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2015-400 Shelter for Metal Detectors $64.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, September 02,2016 (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 ueen r Y e; . y, September 02,2015 s SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement PRINCIPAL STRUCTURE APPLICAZIGNir2 Use Only DATE CE IP,a I ,110, /I LS V ved TTx Map ID TAX MAP ID - • L o- --AU9 31 2015 �rmitNo. 2015-4IDO Perriit Fee 4(Ci p i • ZONING TOWN OF QUEENSBURYRec Fee 1 _ BUILDING&CODES w Sita Plan# HISTORIC SITE Yes No Subdivision# SUBDIVISION NAME Lot# TOWN BD. RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS, INCLUDING SINGLE FAMILY DWELLINGS, DUPLEXES OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDOMINIUMS, TOWNHOUSES, AND/OR MANUFACTURED&MODULAR HOMES,BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PERMIT FEE. APPLICANT k_\"--e- b 5 t c,0_ OWNER y( �c g -P1.rT:•.- •: ADDRESS 1\�Th_ c lir is Kc,_)4-, I ADDRESS CD-4t AA0eAue 1 �� c y /V 1 WL( (rc -c( c)cc.r;c r Tx -4SocO PHONE/E-MAIL P• ec,-*A PHONE/E-MAIL CONTRACTOR COST OF CONSTRUCTION(ESTIMATED): $ j 6 / vac) ADDRESS: BUILDING ADDRESS: PHONE/E-MAIL CONTACT PERSON FOR BUILDING& CODES COMPLIANCE_ CPE, <c ae•G.f cc— PHONE s-a12) L �-.366i TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below New Addition Alteration 1s`floor sq. ft. 2nd floor sq. ft. Total sq. ft. Height Single Family Two-Family Multi-Family (# of units ) Townhouse Business Office Retail - Mercantile Factory- Industrial - Attached Garage • (#of ) Other - -11-0 x Z 6 L/C� 1 Town of Queensbury Building&Codes Principal Structure Application July 2014 If commercial or industrial indicate name of business Proposed use of building or addition � 44(-- cc- Me f t be frttirs Source of heat (circle one) e, Gas Oil Propane Solar Other Fireplace: complete a separate application for Fuel Burning Appliances & Chimneys Are there structures not shown on plot plan? les Are there easements on the property? Ye-5 Site Information a. Dimensions or acreage of lot b. Is this a corner lot? Ye), c. Will the grade be changed as a result of construction Yes ,/co d. ublic waterr,br Private well e. Sewer or Privateeptic Systems Value of all work to be performed (labor or materials) $ 66C, £>iC DECLARATION: 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement I 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. 4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. I also understand that I 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 and agree to the above: PRINT NAME: V).R. e. r6<<i ! DATE c f-1 1 1 SIGNATURE: / ATE t / 3 i / 2�'%5 12 FOR OFFICE USE ONLY Operating Permit Issued: Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions 2 Town of Queensbury Building&Codes Principal Structure Application July 2014 CHECKLIST- SINGLE FAMILY PROJECT Project name: REQUIRED - 2 sets of the following documentation Yes No N/A 1. Building permit application completed 2. Energy Code inspector's report from REScheck 3. Septic alteration (if applicable) 4. Solid Fuel Burning or Gas Appliance form (if applicable) 5. Driveway Permit 6. Structural Drawings a. Floor plans b. Foundation plan c. Cross Sections d. Elevations e. Window& Door Schedule f. Natural Light, Ventilation and Emergency Egress g. Plans signed /sealed by registered architect or engineer 7. Plot plans: indicate proposed structure, showing setback dimension from all surveyed property lines a. Show location of all existing structures on property b. Show location of water supply (well or water lines) c. Show location and configuration of septic disposal system or sewer line 8. Electrical inspection agency selected CHECKLIST- MULTIPLE DWELLING / COMMERCIAL Project Name: 1,\r+,\ Dc4< -4=cc\ REQUIRED -2 sets of the following documentation Yes No N/A 1. Building permit application completed 2. Energy Code COMcheck and inspector's report form 3. Septic alteration (if applicable) t� ✓ 4. Solid Fuel Burning or Gas Appliance form (if applicable) 5. Driveway Permit 6. Structural Drawings a) Floor plans ✓ b) Foundation plan c) Cross Sections d) Elevations e) Design loads including floor, snow load and wind load f) Seismic design g) Plans signed and sealed by registered architect or engineer •� h) Window& Door Schedule 7. Plot plan — indicate proposed structure, showing setback dimension from all surveyed property lines a) Show location of all existing structures on property b) Show location of water supply (well or water lines) t--- c) ✓c) Show location and configuration of septic disposal system or sewer line 8. Electrical inspection agency selected 4 Town of Queensbury Building&Codes Principal Structure Application July 2014 Town df Opeentbury Building&Code Enforcement Office No, (518)761-8256 Commercial Final Inspection Report Inspection request received: Name: ee—AT E,-)C_HVC Inspected on: — Location: . 9. Arrive: e _ m./qa? Permit No.: Zp x(F) — !:AM Inspector's Initials: COMMENTS Y N NA Chimney I"B"Vent I Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior I Exterior Guardrails 42 inch Platform/Decks Interior I Exterior Balusters 4 inch Spacing Platform/Decks Stair Handrail 34 inch—38 inch/Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles I Panic Hardware,if required Exits At Grade Or Platform 36"(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(180)Above Grade Floor Bathroom Watertight I Other Floors Okay Relief Valve,Heat Trap I Water Temperature 110 Degrees Maximum Boiler/Furnace Enclosure 1 hour 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 %doors >10%>1000 sq.ft. %Hour Corridor Doors&Closers Firewalls I Fire Separation,2 Hour,3 Hour Complete/Fire Dampers I 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 Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks I Toilets/Mirrors Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch Handicapped Ramp I Handrails Confinuousl12 inch Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan I Variance required Final Survey,New Structure I Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler Building Access All Sides by 20'/Drivable Surface 20'wide Y� Special Inspections I Engineer or Architect Approval Okay To Issue Temporary or Permanent CIO Okay To Issue C/C Commercial Final 127 2712 © HAANEN ENG � NEER� NG, LLQ p EC� E0V r , 2 6 2016 April 22, 2016 LAIN U Town of Queensbury TOWN OF QUEENSBURY FILE COPY 742 Bay Road BUILDING& CODES Queensbury, NY 12804 Attn: John O'Brien Code Enforcement Official Re: Metal Detector Shed Structure; Special Inspection Gentlemen: Heenan Engineering (Hemal Golwala) completed structural Inspection for the above, referenced project on April 19, 2016. From inspection and engineering judgement, we ensured that adding 8'-0" tall framed wall at two sides of the structure will eliminate any torsional effect due to shaking of structure, Heenan Engineering has modified the drawings to add two 8'-0" tall end walls with V-shaped bracing. Hence, the stamped and signed set dated April 26, 2016 shows as built condition. Please contact the undersigned with questions. t)f NEW y Very truly yours, tiP�r��A HAANEN ENGINEERING, LLP OP d Z No.61241 � 4�9JQL Daniel A. De Nero, P. E. Principal TOWN OF QUE B BUILDING & C D ` Reviewed By: Date: 254 BAY ROAD, QUEENSBURY, N.Y. 12804 TEL: (518)-793-7444 • FAX: (518)-793-7061 • E-MAIL: hJh@hJhilc.com r PRE-MWETRM ROOF TRUSSES AT 24'O.C. I I I O P-1 (EYP.OF 10) r H-1 H-1 H-1 I H-1 RICCE o a 1 S a S (TYP) A S01S02 ROOF FRAMING PLAN ` SCALE.3/8'-I'-D' i rK` LD ROOF TRUSS TO BEAM CONNECTORS TO p AP \ 2 6 2016 1 BE PROVOED 9Y TRUSS 14ANUFACTURFP. ice— ��e TOWN OF Q l-ff F,ISBJRY �� BUfLD1NG& CODES i P-1 W.t/��SIMYON ABUBB 24 OVA SONOTUBE POST CVE OR EOUNNEW (IYP.OF 10)� (TYP.OF 10 —�� — ,)'-------'------------ '`•, 2x4 P.T.V-BRA M W/ Zx42x4 P.T.SILL RATEP,T.TDP PLATE h 8'-0'TALL �, I •I-- I, FFMED WALL I \ 4'SLAB ON CRADEq/(1) I 1 11 (2)214 P,T,V-D(L1 10 W/ 1 LAYER ExOx N2,9xW2.B MMM i � i;.4 STUDS AT 16'O.C.-\ FRAVO WNL 2x4 P.T.TOP PLATE& (IYP.UR.O.) ///�2x4 P.T.BLL PLATE I I / (IYP,U.N.O.) i i 1 1/2' SOSHEATHING - / L ON EACHH SOL OF FRAMING / t\ FANC MOgf TOITE �j)p2xSTUDS AT 1BOA, > I I I PINE BEVE9 gMO CXIDUNEVI 14 i 8x6 P.T.POST (IYP.ON EACH SIDE)-" .14 J � — ©--- \ -- -`�----------1 �------------------�- -----.- - ----- -- ------ Ew�1. y A. I I �r No.61241 FOUNDATION PLAN �ti'9t`3pg�►v�: SGIk 3/8'.1-0. BEAM/COLUMN/CONNECTIONSCHEDULE SIX FLAGS - GREAT ESCAPE LEGEND SIZE BEAM TO BEAM CONNECTOR BEAM TD COLUMN CONNECTOR METAL DETECTOR SHED STRUCTURE H-1 5 1/4'x 11 1/4'2.0E PAh11JAM PSL D'AM SIMPSON IM12 OR EDUWNEW SUPSON CCCOQM25(CENTER)ECCA80DD52.5(END) OR EDUYALEHT 3 ADDED FRAMED WALL AT BOTH SIDES 04/22/16 FOUNDATION PLAN&ROOF FRAMING PLAN P-1 6x8 PRFS:iURE TREATED SPFf2 OR BEffER NOT APPLICABLE NOT APPLIMUE 2 REVISED STRUCTURE TO F4 FEET 09/16/15 L,—NS, Ch.�..' DAD -_m.:AS NOTED [.[.:05 _6 15 1 REVISED STRUCTURE SIZR DSI/24/15 HAANEN ENGINEERING, LLP 0 ISSUED FOR CONSRiUCTIDN O6/OB/15 254 0a Road (51 B)793-7444 Phane 84001 SO1 No. Revisions Dote Queensbury,NY 12804 (51 B)793-7061 Fox 7 WOOD TRUSS NOTES: CONCRETE NOTES: 1. IN GENERAL All CONCRETE WORK SHU CONFORM TO ACI STANDARDS,SPECIFICATIONS, 1. DESIGN LOAD;: AND RECOMMENDATIONS. _PRE-E7IGINEUM WOOD I a ROOF LIVE LOAM(ASCE 7-10,CHAPTER 4) ROOF TRUSSES AT 24.O.C. • POOF LIVE LOAD;Ur-20 PSF 2. FORNWVRK:All 347. 12 I b. ROOF SNOW LOAD:(A'CE 7-10,CHAPTER 7) J. PORTLAND CEMENT.ASN C150.TYPE 1 CR 11. GROUND SNOW LOAD:Pg-50 PSF i 8 i FIAT ROOF SNVW LOAD;D.=42 P3 4. AGGREGATES:ASM C • SHOW ROOF ENOW LOAD:Ps-42 PSF • SNOW EXPOSURE FACTOR Ce=1.0 5, REINFORCING: ASTM MAS OEF018.IED BARS,(TAROT 60. • SNOW LOAD IMPORTANCE FACTOR It-1.0 THERMAL FACTOR Ct-1.2 6. NR ENTF.UMNG ADMPNRE ASIM UFO. AL CONCRETE TO BE NR ENIRINED 4%TO ` I Lx WIND LOW:(ASCE 7-10,CHAPTER.6 AND'_7) 67:. \ BASIC WIND SPEED-115 UPN 7. WATER REDUONG ADMIXTURES:ASTM C494. \ I WIND IMPORTUKE FACTOR;tr-1.00 TRITER TO PROVIDED CONNECTION B. WATER:PoTABIE TO BE PROVIDED Bf TRUSS WIND EXPOSURE-B \ SUPPLIER INTERNAL PRESSURE COEFFICIENT-40.00 1-0.00(OPEN STRUCTURE) A CONCRETE TO BE MOM CURED FOR NOT LESS THAN 7 DAYS UDLIZNG A WETTED BURLAP. • DESIGN WHO PRESSURE=315 PSF _SIUPLO4 HW61'OR EQUIVALENT a FAR?I.AX=DATA ASCE 7-1D,CHAPTER 11 AND 12 10, NORMAL WEIGHT CONCRETE TO FAYE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 (TOP FLANGE OFFSET AS REO'D,1YP.) SEISWC IMPORTANCE FACTOR-1.0 ) PSI AT 28 DAIS WITH A LNKOMUM WANA/CEUENT LATERALS RATIO OF.44. MAPPED SPECTRAL RESPONSE ALCELEF:TONS^.11-.28,S-.DB 5 1/4'01 1/4'2.0E SPECTRAL RESPONSE COEFFICIENT;Sdd-0.3,Shc-.13 11. KWMUU CONCRETE SLUMP TO BE 4'. PARALAM PSL MP.) \ SITE CL1 -D SEISMIC DEESIGN CATEGORY=B 12, READY-MIX CONCRETE ASM C-94. • \ ANALYSIS PPOCEOURE;EQUNAENT LATERAL FORCE PROCEDURE it HOT WEATHER CONCREIE:Alt 305. 45 f \` tr c. ROOF TRLISS DESIGN DATA: f•• `\ P AAP11AlL1P5L4(11'P.) (IP Q LQ�145 PSF 14.14. COLD WEATHER COACT JO6. TYP. 4 TRUSS BOTTOM CHORD TO BE COMBINED LOAD 57 PCP 15. SUBMIT TTEST RESULTS AS FOLLOWS:- DESIGNED AGENCY TO PFF.FOTA1 CONCRETE TESTS AND TO PP. DESIGNED FOR 500 LBS VERTCAL •\ ALLOWABLE TRUSS DEFLECTION: L/350 FORCE AT ANY PONT `SIMPSON CCOA6SD52.5(CENTER)k •� ECCO66SDS2.5(END OR EOUNALEM 2, DESIGN STANDARDS: . COMPRESSIVE STRENGTH TESTS:ASTM CIA. BEAM TO POST CONNECTION WNGER A DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES,TPI-LATEST EDITION,BY '✓ A THE TRUSS PLATE INSTITUTE.INC,(TP1. . ONE SET(4 EACH AD AT A MINIMUM FOR EACH DAYS POUR UP TO 25 CY PWS B. NATIONAL DESIGN SPECIFICATION FOR WOOD CONNSTRUCTON AND ITS SUPPLEMENT,DESIGN DIVE SEF FOR EACH AWROlLLL 50 CY PLACED N ANY ONE DAY. 6'x6'PRESSURE TREATED VALUES FOR WOOD CONSTRUCTION,BY THE NATIONAL FOREST PRODUCTS-ASSOCIATION(NEPA). • ONE SPECIMEN TESTED AT-MAYS SPF 12 KNEE BRACE(TYPJ C. LUMBER STANDARD; PRODUCT STANDARD PS 20/70,AMERICAN SOFTWOOD LUMBER STANDARD ' BY THE NATDNAL BUREAU OF STANDARDS(NBS)OF THE U.S DEPARTMENT OF COMMERCE , TWO SPECIMENS TESTED AT 28 DAYS SIMPSON HIP37ZZ J I \��B'K6'PRESSURE TREATED J. LONNECTOR PLATE MANUFACTURER TO COMPLY WITH QUALITY CONTROL MHNAL BY THE TPI. . ONE SPECIMEN RETAINED FOR FUTURE TESTING. PLATE STRAP TIE SPF J2 POST 4. SUBMIT SHOP DRAWINGS TO INCLUDE TRUSS FRAMING PIANS.TRUSS ELEVATIONS,LOCATIONS AND 16. COMWT SOIL BENEATH SLAB TO 95%MACMUM DRY DENSITY ACCORDING TO ASM D1557. OR EQUIVALENT I DETAILS OF CONNECTOR PLATES,BEARNG AND ANCHOW,GE DETAILS,BRACING AND CONNECTION DETAILS,SPECIES AND GRADE OF LUMBER AND CONNECTIONS REQUIRED FOR THE SUPPORT OF OTHER WO(dl. 1+, ALL IXPoSED EDGES Or CONCRETE TO BE CHAMFERED 3/4'. 5. TRUSS DESIGN CALCULATIONS TO EE STAMPED AND SIGNED BY A LICENSED PROFESSIONAL 1B NONMETALLIC SHRIfRAGE REXTANT GROUT: PRE-LADED,NON-METALLIC,NON-CORRC;rL ENGINEER flEG151EP.E0 W TFE STATE OF NEW YORK NON-STAINING PRODUCT CONTAINING SELECTED SLUG SANDS,PORTLAND CEMENT, SHRINKAGE 00MPENSATING NETTS,PLSIICIZNG AND WATER-REDUCING AGENTS, 6. LUMBER TO BE S4%10 PERCENT OR LESS MOISTURE CONTENT AT TIME OF DRESSING WITH COMPLYING WITH CE-CAD-C621. 1 SPECIES AND GRADE AS FOLLOWS: A CIWD AND WEB MEMBERS TO BE SOUTHERN PINE.STRUCTURAL NO.2(MINIMUM)GRADE. q_g• B. BRACING MEMBERS TO BE SOUTHERN PINE on DOUGLAS FIR,STRUCTURAL ND.2 OR 1 CONSTRUCTION GRADE;OR HEM-FIR,STRUCTURAL NO.2 GRADE 7. 'FETAL CONNECTOR PLATES TO BE STRUCTURAL OUMN,ZINC COATED SHEET STEEL COMPLYING WITH ASTM A446,(LADE A OR BETTER A MINIMUM THICKNESS:0.036. GENERAL NOTES; B. LAC WATNO:ASTM 925,C01TLN0 DESIGNATION C 60,HOT-DIP ZINC COATING. C. FABRCATIOIN:DIE STAMP,WITH INTEGRAL TEETH. 1. FOLNDATOE;THE MAXIMUM ALLOWABLE NET SOIL BERING PRESSURE IS ASSUMED TO BE D. FASTENO&GALVANIZED STEEL,SIZE AND TYPE TO SUIT CONDITIONS UNLESS INDICATED. 2,000 PSF.CONTRACTOR TO EMPLOY A 1FSMO AGENCY TO VERIFY ADEQUACY OF SOILS 8. PROVIDE TEMPORARY'BRACING AND ANCHORAGE AS REQUIRED TO MAINTAIN TRUSSES IN POSITION PRIOR ENT Of FOUNL1nTONS AND CONTACT ENGINEER If SOBS APPEAR 1 AND ALIGNMENT UNTIL PERMANENT BRACING AND ANCHORAGE NSTALILD. 9. INSTALL PERMANENT BRACING AND ANCHOR:PRIOR TO APPLICATION OF ANY LOADS. 2, CRAO�TION OF EKTERIOR FOOTINGS STALL BE A MINIMUM OF 4'-0'BELOW FINISHED 1 10, TPJSS BOTTOM CHORD TO BE DESIGNED FOR ADDITIONAL 500 LBS VERTICAL FORCE AT ANY PONT. J, ANY EADNRWNG DUE TO WRYING EXCAVATIONS DEEPER THAN REOURED BY THESE DRAWINGS,EXCEPT AS DIRECTED 9 THE ENGINEER.SHALL L BE LADE WADI SPECK / \ I BACKFILL AT THE CONRACTOP'S D(PENSE 4, EXCAVATIONS FOR FOOTINGS,WE SLABS,GRADE BID4X.EIC.,SHALL BE INSPECTED BY �V--�,, V ��• `'�'�- 3 THE ENGINEER BEFORE SETTING FORKS OR PLACING CONCRETE 1 0. THE GENERAL CONTRACTOR SHALL CAST INTO THE CONCRETE ALL ANCHOR DOLTS,DOWELS, SIMPSONABU66 POSE DOVETAIL SLOTS,ETD,AS REQUIRED. WE OR EQM'ALfHT / 6. THE COIITRAl10R SHALL VERIFY AL DIMENSIONS IN THE FIELD. -a- T C 36-4' 1 - "-•��-'-`--•'-'-'--'^-��•�•'*�J�-•-°' -"'��"'�"- T SONDNBE EL 30'-0' < No 5 24'DR.SONO TUBE WI(8) •_ 3' No.3 TIES AT 12'*CS(U.N.O.) S ea CC No.3 NES EV 31 B AT 4O.C. V a 502502 24'DIA SUNOTUBE W/(8) n •° ° - `V Na 5 VERTICIL REBMS k •n °a I` d I No.3 RES AT 12'O.C.(U.NO.) • �` ��� 4,-4. 1 T e SECTION 02 7 SCALE 1'=1'-0' \ el• al 0.61241 • 3'CMF. ° p9G F E SSi� SIX FLAGS - GREAT ESCAPE METAL DETECTOR SHED STRUCTURE A SECTION % SECTIONS&NOTES 3 ADDED 4'SLAB ON GRADE 04/22/16 SD150 .CNE 1'=1'-0' :`-�/ 2 REVISED STRUCTURE TO 64 FEET 09 16/15 0-_--ALSO rA,A�m..• DAD ::e°:AS NOTED oa..OS 26 15 /� 1 REVISED STRUCTURE SlzEo9/oa/1s HAANEN ENGINEERING, LLP 0 ISSUED FOR CONSTRUCTION 06/08/15 254 Boy Rood (51B)793-7444 Phone 84001 S02 �' - vI No. Re-isions Dote Que-.hur„NY 12804 (518)793-7061 Fox Inspection Form Town of Queensbury Fire Marshal O Periodic Inspection Date: 9/f/� Time: �'G�' 742 Bay Road,518Queensbury NY 12804 Inspection Z�C �r/..�s 518 761 8206/518 761 8205 CO Inspection Permit#:C?l1 �'�j/ Fire Marshal' Representative MJ almer Business Name: (7fre5C-1- �{ Location: i//'1 . `-`r� e ` i 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 AISLES: Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025&FC1029.11 FIRE EXTINGUISHER: ,Hung FC 906 Inspection of extinguisher FC 906 EVAC Plan •,F4 404.2 r� , TRUSS ID SIGNAGE FC 505.3 -� EMERGENCY LIGHTING: Interior Fe 1006.3&FC1029.8 Exterior FC 1006.3 • Clearance to Electric)* FC 605.3 Electric Wiring Enclosed/Labeled FC 605.3.1 Combustibles in Equipment Rooms FC315.2.3 F.D.Signage- FC 510 i‘rz,..... No Smoking Signs ' a FC'310.3 St 5.2 oge FC, 3003 &a,,, Compressed Gas FCC 3003 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 Smoke Detectors FC 907 CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 &R2) Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 315.3 REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 Emergency Disconnect FC 2203.2 21 DAYS Insp OK NC DATE: OK NC SYSTEMS: FC 901.6 Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC Kitchen Suppression Semi Annual Fuel Island Suppression Semi Annual Cleaning fcc ... KnoxHood Box:installed/checked3-6 - FC506Annual Operating Permit, if required will be issued after - Completion of Inspection 'Tr u Foundation Inspection Report Office No. (518) 761-8256 Date Ins section -1--t -+• 9 I ICI Queensbury Building&Code Enforcement Arrive: .1 • ,•a Depart: 411r a 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial _ V GlC/ ` , ..RMIT#: NAME: 6.1Q. fi Scc � CAtJO `( LOCATION: )11 L S Q,rC. X.> INSPECT ON: ( v H 2-04S TYPE OF STRUCTURE: ; + i ✓ -ems✓ 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. Materials for this purpose on site. Foundation/Wallpour 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. L:\Building &Codes Forms\Building &Codes\Inspection Forms\FoundaAtion Inspection Report.doc Last printed 12/9/2014 1 COMMONWEALTH H EI ECTRICAL INSPECTION SERVICE, INC. Main Office 176 Doe Run Road-Manheim,Pek 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No.29?.4,72&. O Cert. N2 4 219 5 Cur-in Card No •Owner .'..I: .CF...7.'.......FL? , G.....7-..& .c._../.4a.1C • • Location 41.1.7.2 9 •Installation Consisting of 1.t.r+�rn cx...Faz.... .....A17!ch. i4? s Installed Hy >S.414z7 C.. Lie.No. i ' The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- ' This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection, Inspectors of this Company shall have the privilege of making inspections at any time, and if its . rules are violated,the Company shall have the right to revoke this certificate. Date 1...0-,g.-. 5- INSPECTOR • Z0 3,9Vd o7awnN NON t'8SI86L 05 :9I SI2Z/Z0/0Z Inspection Form Town of Queensbury Fire Marshal O Periodi Inspection Date: w(2/6- Time: 742 Bay Road,Queensbury NY 12804 o R spection /�r-� _ 518 761 8206/518 761 8205 CO Inspection Permit#: Fire Marshals Representative MJ �� _ almer Business Name: Location: /77 Z ,57(-0.1/ - GK Stillman Contact: Ay Type of Inspection N/A Yes No 1 EXITS: Exit Access FC 1014&FC1029 NOTES Exit Enclosure FC 1020&FC1029 Exit Discharge FC 1024&FC1029 Locks and latches FC1008& FC1029.2 c-.- Sign: Normal FC 1011 &FC1029 / Sign: backup FC 1011.5.3&FC1029.7.5 Pmvtete AV 264k 2 AISLES: fG?. .1 ' 1//15V :2_ Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025&FC1029.11 FIRE EXTINGUISHER: Hung FC 906 Inspection of extinguisher FC 906 - Ai& (2//) _i _ 55- /0 5i S EVAC Plan FC 404.2 �A O _ TRUSS ID SIGNAGE FC 505.3 X EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 Exterior FC 1006.3 Clearance to Electrical FC 605.3 Electric Wiring Enclosed/Labeled FC 605.3.1 Combustibles in Equipment Rooms FC315.2.3 F.D.Signage- FC 510 No Smoking Signs FC 310.3 Storage FC 315.2 Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 Smoke Detectors FC 907 CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 &R2) Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 315.3 REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 Emergency Disconnect FC 2203.2 21 DAYS 3rd Party Electrical SYSTEMS: FC 901.6 Insp OK NC DATE: OK NC Generator Annual FM Type Suppression Semi Annual DATE: OK NC Elevator Semi Annual FIRE ALARM Annual DATE: OK NC Paint Booth Suppression Semi Annual Sprinkler System Annual Sprinkler FDC Kitchen Suppression Semi Annual Fuel Island Suppression Semi Annual , Hood Cleaning 3-6-Annual Knox Box:installed/checked FC506 Operating Permit, if required will be issued after '-- Completion of Inspection Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: E! CR Inspected on: �l>—2--11--) Location: 1 \ Z )T € c V Arrive: , - \D a. ./p� Permit No.: \5—yCQ Inspector's Initials: Ar ior— TYPE OF STRUCTURE: 1`.1 Y N NIA COMMENTS: Framing \-)cc 11L-rt c/L-- Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts I Main Beams 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 1/2(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 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall n 1 Windows Habitable Space/Bedrooms — ���)c�-�� 24 in. (H) �O� 20 in. (W) �� 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off, if required Framing /Firestopping Inspection Report HAANEN ENGINEEIMO NG, LLP !ma October 2, 2015 Town of Queensbury 742 Bay Road Queensbury, NY 12804 I Attn: John O'Brien Code Enforcement Official Re: Metal Detector Shed Structure; Special Inspection Gentlemen: Haanen Engineering (Hemel Golwala) completed structural inspections for the above, referenced project on September 17, 2015 and October 2, 2015. Based on inspections, the metal detector shed structure was constructed as per the stamped and signed plans and specifications. Please contact the undersigned with questions. Very truly yours, HAANEN ENGINEERING, LLP (✓ c)F NEilfik P \ @NF h, Daniel A. De Nero, P. 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