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2015-121 Moki TOWN OF QUEENSBURY s 742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201 ��� Q rY Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20150121 Date Issued: Friday, May 15, 2015 This is to certify that work requested to be done as shown by Permit Number P20150121 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 /Industrial Unheated 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 J4 i other issues and conditions as a result of approvals by the Planning Board Directo of Building&Co. nfor\ ent or Zoning Board of Appeals. Alek TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FicifoW Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20150121 Application Number: A20150121 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 PO BOX 543185 Commercial/Industrial Unheatec DALLAS TX 75354-3185 Total value Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2015-121 Chicken Chalet Pergola 768 s.f. $76.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday, May 01,2016 (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 Town of een ury; Xrid. 2015 SIGNED BY , for the Town of Queensbury. Director of Building&Code Enforcement PRINCIPAL STRUCTURE APPLICATION Office Use Only Received Date: q/-2 �S Tax Map ID Tax Map ID -2- % '7 G- 1 ';01 Permit No. 201 tv—12-1. Permit Fee IA"1-1,2.to ve_rova Zone Rec Fee Historic Site Yes Site Plan# Subdivision Name Lot# Subdivision# TOWN BD. RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS - SINGLE FAMILY, DUPLEXES/TWO-FAMILY, MULTIPLE FAMILY, APARTMENTS, CONDOMINIMUMS, TOWNHOUSES,AND/OR MANUFACTURED&MODULAR HOMES,BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PERMIT FEE. Applicant Owner Address 1/4—e- Ct eve Address �; r-I n .1 -ler 7. . e rP. 1VT -Z S(etc (�cs.,1e ' 929 Aurin Phone/E-mail Phone/E-mail (sib) 3 � � - I Contact Person for Building&Codes Compliance: fa., rec../er- Phone TYPE OF CONSTRUCTION ✓Check all that apply New Addition Alteration 15`floor sf 2nd floor sf Total sf Height Single Family Two-Family Multi-Family (#of units ) Townhouse Business Office Retail -Mercantile Factory-Industrial Attached Garage (1, 2, 3, 4+) Other ?e r 5 0Ia fp Town of Queensbury Building&Codes Principal Structure Application Revised September 2014 L_ Town of Queensbury Building &Code Enforcement Office No. (518)761-8256 Commercial Final Inspection Report Inspection request received: Name: C \ C� L� ',rLLa Inspected on: s —1 ii Location: NVEt CFl c)C- Arrive: Arlar Permit No.: 1 9 — 1 Z\ Inspector's Initials: • • 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 inch Platform I Decks Interior/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/Panic Hardware,if required Exits At Grade Or Platform 36"(w)x 44"(I)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight I Other Floors Okay Relief Valve,Heat Trap 1 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 1/2 doors > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers Firewalls/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 Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets/Mirrors Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch Handicapped Ramp I Handrails Continuous/12 inch Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/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'I Drivable Surface 20'wide Special Inspections/Engineer or Architect Approval ✓ L.t Okay To Issue Temporary or Permanent CIO (11-i TO \ Okay To Issue C/C Commercial Final Inspection_11 2712 JARRETT Engineers, PLLC Civil&Environmental Engineering May 14, 2014 Town of Queensbury,Building& Codes Attn: Mr. John O'Brien 742 Bay Road Queensbury,NY 12804 Re: Chicken Chalet Modifications and New Picnic Pergola JE# 01-054.50 Dear John: This letter is to certify that representatives from this office have periodically visited The Great Escape to observe the recently completed building modifications at the `Chicken Chalet' food stand and the construction of the new Picnic Pergola (west of Chicken Chalet). Based on our limited field observations,we believe that the construction and modifications have been constructed substantially in conformance with the approved design plans. Please Note: Record drawings will follow shortly. If you have any questions,please do not hesitate to contact us at(518)792-2907 or bholmes@jarrettengineers.com. jarrettengineers.com. Sincerely, JARRETT Engineers,PLLC 2015.05.14 11 :19:24 -04'00' Robert U.Holmes II,P.E. Project Manager F:-IDataFile12001 Project FileslGrt Esc Proj101-054 Great Escape Venues101-054.50 Chicken Chalet ModslCorresp1Sent101054.50 150514 Chk Chalet&Pic Perg Cert Ltr.doc 12 East Washington Street 518-792-2907 Glens Falls,NY 12801 Fax: 518-798-1864 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection reque ived: Queensbury Building &Code Enforcement Arrive: 3a a .4( Depart: 7 ;% apr 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: API NAME: C tai C. - f\\ V PER . t -17.1 LOCATION: F_sir P,PF DA 7 ! bF COMMS TS: Y N NA Chimney/'B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish I Grade Complete 6" in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Banisters 4 in. Spacing Platform/Decks o� Stair Handrail 34 in.—38 in. /Step Risers 7"l Treads 11" Vestibules For Exit doors> 3000 sq. ft. All Doors 36 in. w/Lever Handles/Panic Hardware, if required 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 I Other Floors Okay Relief Valve, Heat Trap/Water Temp.110 Degrees Maximum Boiler 1 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 Y2 doors > 10% > 1000 sq. ft. 'A Hour Corridor Doors&Closers Firewalls I Fire Separation, 2 Hour, 3 Hour Complete I 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 Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded 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 4' 'ater Fountain or Cooler Building Access All Sides by 20'I Driveable Surface 20'wide Okay To Issue Temp. or Permanent CIO ���t b \L D� Okay To Issue C/C L:\Building&Codes Forms\Building&Codesllnspection Fomms\Commercial Final Inspection Report.doc Revised January 7,2008 %kif.C:c Foundation Inspection Report Office No. (518) 761-8256Date Inssection r-:ue: r.eiv- S 6• _Ai Queensbury Building&Code Enforcement Arrive: I • epa : ir a :m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initis s: "� / l NAME: WET'E T#: � LOCATION: 1 l 1 Thfe INSPECT ON: TYPE OF STRUCTURE: 7einOL-1-L 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\Foundation Inspection Report.doc Last printed 12/9/2014 1172 State Route 9 Six Flags Queensbury,New York THE GREAT ESCAPE AND SPLASHWATER KINGDOM v ttO co "Chicken Chalet" \ ''11 CU a) 71 bp ra \\:*t '. 8. \ t'.\ 4/.Jf P-1 'N ' •. 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B4 75°t• -�'P f. o �`"� iI. :/��sr „,,.. s7+':. � %.:_::::::::::;:44T ` ( �s+n ~w` ., r U O 9 t-I at .,...43.?.., 1 IMIEPPN71cw1 XCrB P Q P 4 ft j.. ~NI p 67-VOW /�' ."�y '1 z.:...4.„.... .... \� J t ~�a Q � rif�.. //fR� rae w,ne L aJ - f tlert� v�leo6Pc ,�Xte>wutlaw� 14 0 ia.wvIwny� caww�tt�. 1t t✓q� �,ar�Es s*'.)a, .. rr 4 f '°w° (p .Q s r • 'd v niers C\\��6'U' •x' ewwawu �r i ,M w:_1rM Tod;l `.' PmcE I>ut a-, 7 \ - i,a WY* � �ataaae js 1 w.� ' ��Zn'"c n ..0..... 70 Ida, ts,)6 oM�1 -.tom lug u u N Z Etp P ��,,,�s 88�' ...,-----7 ,..19 � f% o () stn enc snnori siaps\ wwna ,1 P�'",kP ' 2Y� f--^ \\\ iimFa. '\ 1 _ \ °nmo ',� V>►} Qua .,/ •„ . !' • Great ••_, \'•--- � r �' PWY°E 091E ' *_,..19'''‘e 'pe a ape NOTE: STRUCTURE HAS BEEN DESIGNED TO BE SELF -STANDING ONLY. THE STRUCTURE IS NOT DESIGNED TO CARRY ANY KIND OF VERTICAL (ROOF) OR HORIZONTAL (WALL/WIND) LOADING. Fff- 2x4 PURLINS 032' O.C. 24 RASTER 0 24'/�O.�.pC. OYP) (2) 2 DROP BEAM; NOTCH IMI) EACH SIDE ASPHI-0 AS OF COLUMN (TYP) COIPLEMN COUMIB 0037140 AS LT PAM14CJ 15 -LLT DECE0"RE APR 2 7 2015 TOWNOF WUEENSBURY .—B!JILDING & CODES (2) 2X8 DROP STRUCTURAL NOTES: S1-1) METAL FRAMING ANCHORS: CLEVELAND STEEL SPECIALTY CO., HARLEM METAL PRODUCTS, INC., SILVER METAL PRODUCTS, INC., SIMPSON STRONG -TIE COMPANY, INC., SOUTHEASTERN METALS MANUFACTURING CO., INC. S1-2) ALL WOOD FRAMING TO BE CONSTRUCTED OF PRESSURE TREATED SOUTHERN YELLOW PINE OR SPRUCE -PINE -FIR LUMBER. ROUGH CUT CEDAR MAYBE SUBSTFUIED A DIRECTION OF OWNER. FOR USE OF OTHER WOOD SPECIES, CONTACT ENGINEER PRIOR TO USE. S1-3) ALL BOLTED CONNECTIONS TO BE MADE WITH Y4'B HOT DIPPED GALVANIZED BOLTS, WASHERS AND NUTS. S1-4) NAILED CONNECTIONS TO BE MADE WITH /IOD OR BETTER HOT DIPPED GALVANIZED NAILS. #8 x 3" HOT DIPPED GALVANIZED OR BETTER DECK SCREWS MAY BE SUBSTITUTED IN PLACE OF NAILED CONNECTIONS. 2.4 PURIM 0 24' Q.C. 2x8 RAFTER O 24' O.G FILE COPY TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, compliance with our comments shall not be construed as indicating the plans and specifications are in full compliance with the Building Codes of New York State. (4) #4 BOM 2' EACH WAY TOWN OF QL BUILDING & i Reviewed By: Date: COLUMN TO FOOT140 LONG /4 W MV) CONCRETE SPECIFICATIONS: 1. CAST -IN -PUCE CONCRETE WORK SHAT- COMPLY WITH THE FOLLOWING CODES AND STANDARDS: ACI -301, "SPECIFlGTONS FOR STRUCTURAL CONCRETE BUILDINGS, ACI -318 -BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'. EXCEPT AS MODIFIED HEREIN. 2. CRUSHED GRAVEL SUBBASE MATERIAL SHALL COMPLY WITH NEW YORK STATE CONSTRUCTION AND MATERIALS STANDARD SPECIFICATION SECTION 304.12, TYPE 2 OR 304.14 TYPE 4. 3. ALL CONCRETE SHALL BE MOD PSI STRENGTH AT 28 DAYS. ALL REINFORCEMENT STEEL SHALL BE 60,000 PSI STRENGTH, ASTM A-615. 4. PIECING CONCRETE IN FORMS: DEPOSIT CONCRETE IN FORMS IN HORIZONTAL DYERS NOT DEEPER THAN 24 INCHES AND IN A MANNER TO AVOID INCLINED CONSTRUCTION JOINTS. WHERE PLACEMENT CONSISTS OF SEVERAL LAYERS, PUCE EACH LAYER WHILE PRECEDING LAYER IN STILL PUSTC TO AVOID COLD JOINTS. 4.1. CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND -SPADING, BODGING, OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH ACI 309. 4.2 DO NOT USE VIBRATORS TO TRANSPORT CONCRETE INSIDE FORMS. INSERT AND WITHDRAW VIBRATORS VERTICALLY AT UNIFORMLY SPACED LOCATIONS NOT FARTHER THAN MSIBLE EFFECTNENOM OF MACHINE. PLACE VIBRATORS TO RAPIDLY PENETRATE PLACED LAYER AND AT LEAST 6 INCHES INTO PRECEDING LAYER. DO NOT INSERT VIBRATORS INTO LONER DYERS OF CONCRETE THAT HAVE BEGUN TO SET. AT EACH INSERTION LIMIT DURATION OF VIBRATION TO TIME NECESSARY TO CONSOUDATE CONCRETE AND COMPLETE EMBEDMENT OF REINFORCEMENT AND OTHER EMBEDDED ITEMS WITHOUT CAUSING SEGREGATION OF MIX, 5. PROVIDE CONSTRUCTION AND CONTROL JOINTS AS INDICATED OR REQUIRED. LOCATE CONSTRUCTION JOINTS SO AS NOT TO IMPAIR S RENUH AND APPEARANCE OF THE STRUCTURE B. DO NOT TACK -WELD OR WELD REINFORCING STEEL. J. DO NOT PUCE FOOTINGS IN WATER OR ON FROZEN GROUND. PREVENT WATER FROM ROWING IMO EXCAVATIONS. REMOVE ANY WATER AS REQUIRED TO KEEP THE EXCAVATION DRY. 8. ASSUME WATER TABLE CAN RISE TO GRADE LEVEL (FOR DESIGN), FACTOR OF SAFETY ACNNST BUOYANCY FORCES -1.25 MIN. 9. COMPACTION OF SUBBASE MATERIAL SHALL BE DONE IN 6' LIFTS TO 953 ASTM D-1557 DENSITY SPECIFICATIONS. 10. EXCAVA➢ON: REMOVE AND DISPOSE OF MATERIALS ENCOUNTERED AS DIRECTED BY OWNER TO OBTAIN REQUIRED SUBGRAOE ELEVATIONS. AGGREGATES: ASW C-33. EXCEPT LOCAL AGGREGATES OF PROVEN DURABILITY MAY BE USED WHEN ACCEPTABLE TO THE ENGINEER. MAXIMUM COARSE AGGREGATE SIZE SHALL BE 1 A WATER: POTABLE WATER REDUCING ADMIXTURE: ASTM C-494; TYPE AS REQUIRED TO SUIT PROTECT CONDFIONS. USE ONLY ADMIXTURES THAT HAVE BEEN TESTED AND ACCEPTED IN MIX DESIGNS. SEALANT / BACKER ROD: SEALANT SHAH BE TWO PART POLYSULMDE JOINT SEALANT MEETING THE REQUIREMENTS OF A5TM C-920. TYPE M, GRADE NS. 19 QUAI ITf ASSURANCE (AS REQUIRED AT DIRIC70N OF PROPERTY OWNEfO CONCRETE TESTING SERVICE: CONTRACTOR WILL EMPLOY ACCEPTABLE TESTING LABORATORY TO PERFORM MATERIALS EVALTATON, TESTING. AND DESIGN OF CONCRETE MIXES. QUALITY CONTROL: CONTRACTOR'S TESTING LABORATORY WILL PERFORM SAMPLING AND TESTING DURING CONCRETE PLACEMENT, WHICH INCLUDES THE FOLLOWING, AS DIRECTED BY THE ENGINEER. THIS TESTING DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY OF PROVIDING CONCRETE IN COMPUANCE WITH THE SPECIFICATIONS. CONDUCTOR MAY PERFORM ADDITIONAL TESTING AS NECESSARY TO INSURE OUALTIY CONCRETE. SAMPLING: ASTM C-172 SLUMP: ASTM C-143, ONE TEST FOR EACH LOAD AT THE POINT OF DISCHARGE AR CONTENT: ASTM C-173, ONE FOR EACH SET OF COMPRESSNE STRENGTH SPECIMENS. COMPRESSIVE STRENGTH: ASW C-39, ONE SET DAILY AND FOR EACH 50 CU. YDS. OR FRACTION THEREOF OF EACH CUSS OF CONCRETE; ONE SPECIMEN TESTED AT 7 DAYS, ONE SPECIMEN TESTED AT 28 MTS, AND ONE RETAINED FOR LATER TESTING IF REQUIRED. TEST RESULTS WILL BE REPORTED IN WRITING TO ENGINEER, CONTRACTOR, AND CONCRETE PRODUCER WITHIN 24 HOURS AFTER TESTS ME MADE. 13 DESIGN MIX MIX PROPORTIONS AND DESIGN: PROPORTION MIXES COMPLYING MH THE MIX DESIGN PROCEDURES SPECIFIED IN ACI 301. 13.1. USE AIR ENTRAINING ADMIXTURE IN ALL CONCRETE, PER TABLE 4.2.2.4 AIR CONTENT, ACI 301-05 1.1.2 DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTES, AS INDICATED ON DRAWINGS AND SCHEDULES: 13.2.1. W/C RATIO = 0.46 MAXIMUM 13.2.2. CONCRETE SLUMP AT POINT OF PLACEMENT: NOT LESS THAN 2' NOR MORE THAN 4'. TYPICAL CORNER REINFORCING NOTES: ALL SIP BENDS AS SHOWN UNLESS OTHERWISE INDICATED ON THESE DRAWINGS • OR NOT LESS THAN j MINIMUM UP SPECIFIED (12' MIN.) OR NOT LESS THAN MINIMUM LAP SPECIFIED (12' MIN.) NOT FOR CONSTRUCTION 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I I 2' I I I I I I I I I I 1 I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I 2x6 IRAFIER CTIA.) I I I I I I I I 1 I I I I 1 I I 1 I I I I 1 I I I I I I 1 I I I I I __ I___I I I 1 I I I I 1 I I I I 1 I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I 8X8 OOLUM (nv. FOR o) (z) alm DROP SEAM 2/�.x4,� PURLINS -FIAT `I,�.) 2x4 PURLINS 032' O.C. 24 RASTER 0 24'/�O.�.pC. OYP) (2) 2 DROP BEAM; NOTCH IMI) EACH SIDE ASPHI-0 AS OF COLUMN (TYP) COIPLEMN COUMIB 0037140 AS LT PAM14CJ 15 -LLT DECE0"RE APR 2 7 2015 TOWNOF WUEENSBURY .—B!JILDING & CODES (2) 2X8 DROP STRUCTURAL NOTES: S1-1) METAL FRAMING ANCHORS: CLEVELAND STEEL SPECIALTY CO., HARLEM METAL PRODUCTS, INC., SILVER METAL PRODUCTS, INC., SIMPSON STRONG -TIE COMPANY, INC., SOUTHEASTERN METALS MANUFACTURING CO., INC. S1-2) ALL WOOD FRAMING TO BE CONSTRUCTED OF PRESSURE TREATED SOUTHERN YELLOW PINE OR SPRUCE -PINE -FIR LUMBER. ROUGH CUT CEDAR MAYBE SUBSTFUIED A DIRECTION OF OWNER. FOR USE OF OTHER WOOD SPECIES, CONTACT ENGINEER PRIOR TO USE. S1-3) ALL BOLTED CONNECTIONS TO BE MADE WITH Y4'B HOT DIPPED GALVANIZED BOLTS, WASHERS AND NUTS. S1-4) NAILED CONNECTIONS TO BE MADE WITH /IOD OR BETTER HOT DIPPED GALVANIZED NAILS. #8 x 3" HOT DIPPED GALVANIZED OR BETTER DECK SCREWS MAY BE SUBSTITUTED IN PLACE OF NAILED CONNECTIONS. 2.4 PURIM 0 24' Q.C. 2x8 RAFTER O 24' O.G FILE COPY TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, compliance with our comments shall not be construed as indicating the plans and specifications are in full compliance with the Building Codes of New York State. (4) #4 BOM 2' EACH WAY TOWN OF QL BUILDING & i Reviewed By: Date: COLUMN TO FOOT140 LONG /4 W MV) CONCRETE SPECIFICATIONS: 1. CAST -IN -PUCE CONCRETE WORK SHAT- COMPLY WITH THE FOLLOWING CODES AND STANDARDS: ACI -301, "SPECIFlGTONS FOR STRUCTURAL CONCRETE BUILDINGS, ACI -318 -BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'. EXCEPT AS MODIFIED HEREIN. 2. CRUSHED GRAVEL SUBBASE MATERIAL SHALL COMPLY WITH NEW YORK STATE CONSTRUCTION AND MATERIALS STANDARD SPECIFICATION SECTION 304.12, TYPE 2 OR 304.14 TYPE 4. 3. ALL CONCRETE SHALL BE MOD PSI STRENGTH AT 28 DAYS. ALL REINFORCEMENT STEEL SHALL BE 60,000 PSI STRENGTH, ASTM A-615. 4. PIECING CONCRETE IN FORMS: DEPOSIT CONCRETE IN FORMS IN HORIZONTAL DYERS NOT DEEPER THAN 24 INCHES AND IN A MANNER TO AVOID INCLINED CONSTRUCTION JOINTS. WHERE PLACEMENT CONSISTS OF SEVERAL LAYERS, PUCE EACH LAYER WHILE PRECEDING LAYER IN STILL PUSTC TO AVOID COLD JOINTS. 4.1. CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND -SPADING, BODGING, OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH ACI 309. 4.2 DO NOT USE VIBRATORS TO TRANSPORT CONCRETE INSIDE FORMS. INSERT AND WITHDRAW VIBRATORS VERTICALLY AT UNIFORMLY SPACED LOCATIONS NOT FARTHER THAN MSIBLE EFFECTNENOM OF MACHINE. PLACE VIBRATORS TO RAPIDLY PENETRATE PLACED LAYER AND AT LEAST 6 INCHES INTO PRECEDING LAYER. DO NOT INSERT VIBRATORS INTO LONER DYERS OF CONCRETE THAT HAVE BEGUN TO SET. AT EACH INSERTION LIMIT DURATION OF VIBRATION TO TIME NECESSARY TO CONSOUDATE CONCRETE AND COMPLETE EMBEDMENT OF REINFORCEMENT AND OTHER EMBEDDED ITEMS WITHOUT CAUSING SEGREGATION OF MIX, 5. PROVIDE CONSTRUCTION AND CONTROL JOINTS AS INDICATED OR REQUIRED. LOCATE CONSTRUCTION JOINTS SO AS NOT TO IMPAIR S RENUH AND APPEARANCE OF THE STRUCTURE B. DO NOT TACK -WELD OR WELD REINFORCING STEEL. J. DO NOT PUCE FOOTINGS IN WATER OR ON FROZEN GROUND. PREVENT WATER FROM ROWING IMO EXCAVATIONS. REMOVE ANY WATER AS REQUIRED TO KEEP THE EXCAVATION DRY. 8. ASSUME WATER TABLE CAN RISE TO GRADE LEVEL (FOR DESIGN), FACTOR OF SAFETY ACNNST BUOYANCY FORCES -1.25 MIN. 9. COMPACTION OF SUBBASE MATERIAL SHALL BE DONE IN 6' LIFTS TO 953 ASTM D-1557 DENSITY SPECIFICATIONS. 10. EXCAVA➢ON: REMOVE AND DISPOSE OF MATERIALS ENCOUNTERED AS DIRECTED BY OWNER TO OBTAIN REQUIRED SUBGRAOE ELEVATIONS. AGGREGATES: ASW C-33. EXCEPT LOCAL AGGREGATES OF PROVEN DURABILITY MAY BE USED WHEN ACCEPTABLE TO THE ENGINEER. MAXIMUM COARSE AGGREGATE SIZE SHALL BE 1 A WATER: POTABLE WATER REDUCING ADMIXTURE: ASTM C-494; TYPE AS REQUIRED TO SUIT PROTECT CONDFIONS. USE ONLY ADMIXTURES THAT HAVE BEEN TESTED AND ACCEPTED IN MIX DESIGNS. SEALANT / BACKER ROD: SEALANT SHAH BE TWO PART POLYSULMDE JOINT SEALANT MEETING THE REQUIREMENTS OF A5TM C-920. TYPE M, GRADE NS. 19 QUAI ITf ASSURANCE (AS REQUIRED AT DIRIC70N OF PROPERTY OWNEfO CONCRETE TESTING SERVICE: CONTRACTOR WILL EMPLOY ACCEPTABLE TESTING LABORATORY TO PERFORM MATERIALS EVALTATON, TESTING. AND DESIGN OF CONCRETE MIXES. QUALITY CONTROL: CONTRACTOR'S TESTING LABORATORY WILL PERFORM SAMPLING AND TESTING DURING CONCRETE PLACEMENT, WHICH INCLUDES THE FOLLOWING, AS DIRECTED BY THE ENGINEER. THIS TESTING DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY OF PROVIDING CONCRETE IN COMPUANCE WITH THE SPECIFICATIONS. CONDUCTOR MAY PERFORM ADDITIONAL TESTING AS NECESSARY TO INSURE OUALTIY CONCRETE. SAMPLING: ASTM C-172 SLUMP: ASTM C-143, ONE TEST FOR EACH LOAD AT THE POINT OF DISCHARGE AR CONTENT: ASTM C-173, ONE FOR EACH SET OF COMPRESSNE STRENGTH SPECIMENS. COMPRESSIVE STRENGTH: ASW C-39, ONE SET DAILY AND FOR EACH 50 CU. YDS. OR FRACTION THEREOF OF EACH CUSS OF CONCRETE; ONE SPECIMEN TESTED AT 7 DAYS, ONE SPECIMEN TESTED AT 28 MTS, AND ONE RETAINED FOR LATER TESTING IF REQUIRED. TEST RESULTS WILL BE REPORTED IN WRITING TO ENGINEER, CONTRACTOR, AND CONCRETE PRODUCER WITHIN 24 HOURS AFTER TESTS ME MADE. 13 DESIGN MIX MIX PROPORTIONS AND DESIGN: PROPORTION MIXES COMPLYING MH THE MIX DESIGN PROCEDURES SPECIFIED IN ACI 301. 13.1. USE AIR ENTRAINING ADMIXTURE IN ALL CONCRETE, PER TABLE 4.2.2.4 AIR CONTENT, ACI 301-05 1.1.2 DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTES, AS INDICATED ON DRAWINGS AND SCHEDULES: 13.2.1. W/C RATIO = 0.46 MAXIMUM 13.2.2. CONCRETE SLUMP AT POINT OF PLACEMENT: NOT LESS THAN 2' NOR MORE THAN 4'. TYPICAL CORNER REINFORCING NOTES: ALL SIP BENDS AS SHOWN UNLESS OTHERWISE INDICATED ON THESE DRAWINGS • OR NOT LESS THAN j MINIMUM UP SPECIFIED (12' MIN.) OR NOT LESS THAN MINIMUM LAP SPECIFIED (12' MIN.) NOT FOR CONSTRUCTION