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2006-385 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE ®F OCCUPANCY Pernut Number. P20060385 Date Issued: Tuesday, November 20, 2007 This is to certify that work requested to be done as shown by Permit Number_ P20060385 has been completed. Location: 1079 STATE ROUTE 9 Tax Map Number. 523400-295-012-0001-005-002-0000 Owner. KENNETH ERMIGER Applicant: KENNETH ERMIGER This structure maybe occupied as a: Commercial/Industrial By order of Town Board TOWN OF QUEENSBURY 7 / 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 Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060385 Application Number. A20060385 Tax Map No: 523400-295-012-0001-005-002-0000 Permission is hereby granted to: KENNETH ERMIGER For property located at: 1079 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: KENNETH ERMIGER Commercial/Industrial $289,000.00 100 SYRACUSE St BALDWINSVILLE,NY 13027 Total value $289,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2006-385 ADVENTURE RACING 28,000 SQ FT GO KART TRACK $4,200.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,June 13, 2007 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town(f7j T e 13,2006 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement FIL ....................... P, ID ome usli ONLY I TAX MAP NO, -PERMTr NO -3ff:5 77 JUN"`0 5 006 Uf �I;1=1.abl I tENSBURY ................ ........ ....... .. ........ PREWIPAL STRUCK' BUILDING AND CODE APPLICATION FOR,ZONING APPROVAL 6,BJULDIAIG PERAftT A r1t.RN T MUST S9 OBTAINED BUM REGANNING CONaTRUCTION,APPLICATION 10 IS SU J CT TO RViEW 9150M ISSIJAH OF 4VALIP PERMIT POR CONSTRIJCMON. NTIBIJILDER. Ix L2'01 OWNER: AFPUCA ma:AMP 2-6e ► e, PHONE mos..zg—_M-6 —/P;41 CON fACT PGRZON FOR BUILDING6t COMES COMPLIANCE; NONE'. `� ` 1,00XTION OF PROPERTY: rn�- ax 0_400e_ SUBDIVISION NME: PLGASF-INDI W,E MAUREMENTS AS RECIUREt,BELOW: CT APPLY TO YOUR o 9 9 PROJECT 4 SINGLZ rAMILY MULTI,PAM. 11.Y (NO.ff.UNITS—_) Tom"louss Busimpm opric'm Rr-TAIL- MERCANTILE PnCTGRY OR ITUSTMAL ATTACHED GARAnE(1,2,S) OTHER IF COMMERCIAL OR INDUSTRIAL-NAIVE Of DUMB& rM2 E3TimArr=D CONURUCTIM C.OST'_jMj 19e FU5L-rYM_ W016" HEAT TYPE;tq3Ze_&J_tA'HOW VANY FIREPLkQE(S)LO --AND I OR wo vovm(s): 0 - ZONING CATEGORY, ARE THCRF WETLANDS ON THM SITE? .THISAH18TORIC SITE? - L PROPOSED USE OF BUILDING OR ADDITION; mev 11"alao wmoets B ztpkilta AppligatIon[OF'FUel 511rrdTn9p1f;rmaa I CNmh?1yA1'avmU*,$Iq in our oflim.. TORYA DfQUMIft q'Communipi Developw4vt Office 7429avRtwd,Oueem&.q,NY 72804 IGO/loon 61;11 RON f�/ D ARE MEAS STRUMPU NOT SHVWN ON PLOT PLAN?, R_ EC 1 ARE THERE F_A9FMENT$ON PROMTY?_ /�'/ses� JUN 0 5 �'006 i -- v - TOWN CjI- L�.I46BURY BUILDING AND CODE I I! I acknowledge no construction activiUss shall be commenced prior to issmince of a valid ` perm t, 1 certify that the appllcatlon,plans,and supporting materials area blue and I complete star mentfdesorlptlon Of file work proposed,that all work will be performed In i accordance with the NY State Building Codes,local building laws and ordinance,and In conformance with local zoning regulations, I acknowledge that prior to occupying the facll(U®s proposed,I or my agents will'obtain a certificate of o0oupancy. I also undISMSnd that No are required to provide an as-built Survey by a licensed land surveyor of all newly consirurted faellities prior to Issuance of a certificate of oeaipancy, 1 have reed and agree t the above, Signed Director of Building 3 Gndas' 761.8266(for questions regarding Building Permits,construction codes or septic syglems) Z?ping mini; a or Tat-8218(for questions regarding required permits,the permit process, application requirements or to sclx.dulc,an appointment) 7 Permission is hereby granted to the shave : This application!proposed action described I ; Appllr,Aneto erect or alter the building ; herein is found to be in accordance with the described herein in accordance vr>th said ; zoning Laws of the Town of QueonsburSi. Application; i i t t3U1661 it.CODES APPRt]VAL ; ZONING APPROVAL t 1 ; oA7E DATE t S I OURW M MOMS ibijrVai Town of DawnsbNry•r:omwuidly Devel%iow t Offip 742 Bay Road,Quaensbuny,NY T2804 l i Z00/100� �raeurdot©hea A47an=00 ""S'7L8TS xva OZ aZZ Mori 900Z/SO/90 06/05/2006 MON 15:45 FAX 5187454437 Community Development g001 ********************* *** FAX TX REPORT *** ********************* TRANSMISSION OK JOB NO. 0301 DESTINATION ADDRESS 96683370 PSWD/SUBADDRESS DESTINATION ID ST. TIME 06/05 15:44 USAGE T 01, 01 PGS. 1 RESULT OK > $ 0 �a o m� 0 L!J _ jga E` � iR m R C �� e Inspection for Permit to Occupy Fire Marshals Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road I/Qla? Queensbury,NY 12804 Scheduled Inspection Date: {( Time: Phone: (518) 761-8206 Business Name: Fax: (518) 745-4437 Location: 1 Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Fait Enclosure Exit Discharge S EVAC Plan AISLES: Main Aisle Width r) Secondary Aisle Width �(Jh EXIT SIGNAGE T J��CX3h j Sign—normal a 44 c Sign-batter EVAC signs in rooms b C4 TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher Hydro extinguisher C1 Q�Ca �--U— FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression—kitchen Fire Suppression—Gas Island Hood Installation Interior FinishesIP�i Storage a Wjtff I® Compressed Gas u+'di� 011pWal' Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed N' Combustible Waste Vehicle Impact Protection Fire Lane F1 2rshal F.D.Si na e-Utility Rooms Town of Q eensbu , 1 No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan t Approved (If no other approvals apply,the B&C Office will issue th Cert' cafe of Occupancy) ❑ Denied ❑ Call for Recheck Inspected By: L:\FireMarshal\insptopermitto occupyform.doc -?L4L/ — a 16j Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd 3 J 7 Permit No. Town of Queensbury ' 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: IWO� Time: Phone: (518) 761-8206 Business Name: ixu,^R Lei^ Fax: (518) 745-4437 Location: Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge cc ` ---> AISLES: �� C "•`�cU l C�ct. 4�nn Yl l G�t C+4- --c Main Aisle Width J Secondary Aisle Width (fit\( L0 �n`mac e, EXIT SIGNAGE Sign-normal Sign-battery � TRUSS ID SIGNAGE irc Marstlat.InspectionA'C1vomplete c EMERGENCY LIGHTING onaybe n I Slleti v��Ll with jBuilding approval FIRE EXTINGUISHER: i Hung �A Inspection of extinguisher,,, f•l 16 2007 Hydro extinguisher %-�� i FIRE ALARM SYSTEM i rFire Marshal Fan Shutdown gown of ueensbu Fire Sp rinkler System Fire Suppression-kitchen Fire Suppression-Gas Island es Hood Installation Interior Finishes Storage Compressed Gas �Q�f�c � Clearance to Sprinklers Clearance to Electrical j Electric Wiring Enclosed on cctoe Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan r'r r Approved (If no other approvals apply,the 3&C Office will issue thebIce rtiticate of Occupancy) ❑ Denied i •� r ❑ Call for Recheck Inspected By: 1, L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspectio request received: r � VJ Queensbury Building& Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: �� h _ PERMIT#: /0' 3 ` LOCATION: DATE: 3 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.—3 8 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware, if requited Exits At Grade Or Platform 36(w)x 44"(])/Canopy or Equiv. Gas Valve Shut-off Exposed&Re lator 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 Areas Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire / Dampers/Fire Doors '7 I Lve-� !�✓8`o Ceiling Fire Stopping, 3,000 s . ft.Wood Frame r�/A 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 Sealedh< ��c1`rt�� Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible /r1� c,le� Handicapped Service Counters, 34 in., Checkout 36" 0 Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] j Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System La out Re uired or On File /� j BuildingNumber or Tenant Address on Buildingor Driveway ,-�� y Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide — n1,7� Okay To Issue Temp. or Permanent C/O Oka To Issue C/C `�" 4�Okay L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report..doc/ sde�(/ r6c,/S IUCAI &Ii-;4;b z G 0Cj 1har15d 3/i�i/6,7 Commercial Vinal.Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: �NJ am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: 6 NAME: ML/rw�)Y—e--- j sq PERMIT#: LOCATI N: DATE: COMMENTS: Y lei 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 s . ft. A/, x,/ All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. UG�z f Gas Valve Shut-off Exposed&Regulatory" Above Grade Floor Bathroom Watertight/Other Floors Oka Q` 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 / l 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 _ a> 10%> 1000sq. ft. � �� /a Hour Corridor Doors &Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire G� Y" Dampers/Fire Doors Q 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 [Both sides] Active Listening System and.Si na a 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 ides by 20' /Driveable Surface 20' wide Okay To Issu emp.�r Permanent C/O Okay To Issue L:\Building&Codes Forms\Building& Codes\Inspection Forms\Commercial Final Inspection Report.doc Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: A.Gi •1�riC PERMIT#: -3� LOCATION: ,/o/` INSPECT ON: 3 /3 „i TYPE OF STRUCTURE: Y /N N/A COMMENTS nFraming� ccess 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. I .� Headroom 6 ft. 8 in. l G1/ 1r�-► Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z 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 j Fire wall 2, 3,4 hour Firestopping j Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 's/z 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) j 5.7 sf above/below grade 5.0 sf grade Commercial Final Inspection Deport Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: .22(6J am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: DATE: i 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 s . ft. All Doors 36 in.w/Lever Dandles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(])/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Water-tight/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 [Both sides] Active Listening System and.Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. 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 L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall �0 PF Su�ENSBURY DEVELOPMENT 627 Maple Avenue MUNITY Saratoga Springs NY 12866 'I eCEIVE Voice 518 580 1905 Fax 518 584 5012 Email ronrr@nycap.rr.com ACo PLANNING,_ ephall@nycap.rr.com S&C RPLANNING,_NPLANNING,_ t:aA,�-=-EXEC.DIR, Notice of"Special Inspections To: Dave Hatin—Town of Queensbury—Building Department From: Ethan Hall Date: 9 March, 2007 Re: Go-Kart Gaming Arena—Adirondack Go-kart Adventure—Ken Ermiger At the above referenced location I observed the installation of the steel framing for the Go-kart viewing platform and the stair installation to the rock climbing wall and bungee jump area. All installations appear to be in conformance with generally accepted welding and construction practices and are acceptable to this office. As discussed the viewing platform is going to have plexiglass panels installed in the guard rail openings to provide for fall protection. This is meant to be installed in the next few days. If there are any questions please contact our office. Regards, F� �? ��•^. i all 16 r Ethan P. Hall .; V_, 0->70 Architect Xc: Ken Ermiger-Adirondack Go-kart Adventure CAACAD\Ermiger\Go cart track\Paperwork\Special Inspection Report letter 9 Mar 2007.doc RUCINSKI HALL ARCHITECTURE Ronal!d_Richard Rucinski Ethan Peter Hall TOWN OF QUEENSBURY COMMUNITY E�MLOPMENT 627 Maple Avenue Saratoga Springs NY 12866 �u � Voice 518 580 1905 MA 2_?PI j 7 Fax 518 584 5012 AGO Email ronrr@nycap.rr.com I3b KANNING—_ ephall@nycap.rr.com Frank and.Bonnie Collins-31 Ferris Drive To: Dave Hatin-Town of Queensbury-Building Department From: --Ethan Hall - -- - --- - - - - - - - - -- - - - -- - -- -- Date: 9 March, 2007 Re: Collins Residence Foundation revisions At the above referenced location the owner has opted to utilize a concrete masonry foundation wall in lieu of the cast-in-place concrete foundation as indicated on the construction drawings. The new foundation will utilize 10" concrete masonry units with#4 vertical reinforcing bars at 4'-0" o.c. with fully grouted cores at reinforcing locations and durawall horizontal reinforcing at each horizontal course. The contractor also indicated he intends to pour the footing at 10" x 20" with the 2" dust cap slab poured integral to the footings so that all cast concrete work can be done at one time. This change is acceptable to this office. If there are any questions please contact our office. Regards, . Ethan P.-Hall � Architect Xc: Frank and Bonnie Collins C:WCAD\Collins ResidenceTaperworkWoundation change letter.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 1 1 SZ' am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: �� p��Llf,' co.t — PERMIT#: LOCATION: J_ �J�� DATE: D 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 s . 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/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System i 2,ji Fresh Air Supply for Occupancy/Ventilation Combustion r � 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 %a.doors > 10%> 1000 s . ft. ✓4� yL/� 3/4 Hour Corridor Doors &Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors /V�,o I ,.2 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 Za e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na a V �v��'�f� ��•��-Z Public Toilet Room Handicapped Accessible _ Handicapped Service Counters, 34 in., Checkout 36" A411_/ti4 Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Si na e Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if re As-built Septic System La out Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access Ail Sides by 20' /Driveable Surface 20'wide Okay To IssuETemj3. or Permanent C/O Okay To Issue L:\Building&Codes Forms\Building& Codes\Inspection Forms\Commercial Final Inspection Report.doc Commercial Final Inspection Report Offic .Q.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 211� am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: ',/L NAME: A— . _ tCi PERMIT#: — LOCATION: DATE: z 17 E-7 t 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 s . 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 Water-tight/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/a 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 [Both sides] Active Listening System and Si na e Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. C k. - c As-built Septic System Layout Required or On File [J 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 A L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc r s1 3 Mark P. Bergeron, PE 17 Merrall Drive Clifton Park NY 12065 Phone: (518) 456-8234 Day Cell: (518) 248-0906 Fax: (518) 456-8251 February 26, 2007 OWN OE QUEENSBURY COMMUNITY DEVELOPMENT RECEIVED Town of Queensbury Building Dept. ��" 742 Bay Road pco Queensbu NY 12804 v � ry, B&C- PLANNING. FM-EXEC.DIR,, Attn: Dave Hatin — Building Code Director Re: Adventure Racing — Route 9 Request for Certificate of Occupancy Gentlemen, This letter serves to confirm that as of this date the construction has been completed in satisfactory conformance with the approved plans for the above referenced project. I am requesting that a Certificate of Occupancy be issued for this project. The original letter will be mailed to your address also. If you have any questions, please call. Sincerely, \�P, NU NEW yo QPu�eER q� Mark . Bergeron, PE � oti 1 � 06 7 7 85 �Uc pAQFESSIONP�'� . oo - RUCINSKI HALL ARCHITECTURE `; Ronald Richard Rucinski Ethan Peter Hall 627 Maple Avenue �JG Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email ronrr@nycap.rr.com ephall.@nycap.rr.com RECEIVED Transmittal FEB 2 fl97 To: Davy tin—Code Enforcement Officer—Town of QueensburyOVVN Ur (,�u"L,vooURY Michael Palmer—Fire Marshal'—Town of Queensbury BUILDING AND CODE From: Ethan Hall Date: 22 February, 2007 Re: Go-Kart Adventure Racing — Ken Ermiger— Revised plans_ Please find attached revised copies of the above referenced plans with the exit and emergency light fixtures as recommended by the Fire Marshal's office. Additionally, during the construction of the viewing platform for the go-kart track it was discovered that the door between the existing upper level where the party rooms are located-and the new viewing platform would need to be raised 21"to allow for the required 8' headroom below the viewing platform. This requires the addition of 3 risers and 2 treads into the existing space which are indicated on the upper level plan. The handrails and guard rails will be constructed for this stair similar to the rails for the main stair as indicated on the plan. If there are any questions please call to discuss. Xc: Ken Ermiger—Go-Kart Adventure Racing CAACAD\Ermiger\Go cart trackTaperwork\Transmittal 22 Feb 2007.doc 1 Framing / Firestoppinjg Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrivt-: 3Z1) am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: / ,LD`c�� ci L/ _ PERMIT#: 1/ v LOCATION: INSPECT ON: `Z TYPE OF STRUCTURE: Y N ,N/A COMMENTS Framing Attic Access 22"x 30"minimum ` �� Jack Studs/Headers 1 'a C �c�i/!� / Bracing/Bridging h3. Qc� /e*•_. vv Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. i Cc�-�or,•� Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. i i Notches/Holes/Bearing Walls j F Metal Strapping for Notches Top Plate 1 1/z(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 j Fire wall 2, 3,4 hour i. Firestopping Penetration sealed i 16 inch insulation in cavity min. Garage Fire Separation House side %z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall i Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email ronrr@nycap.rr.com ephall@nycap.rr.com Notice of Special Inspections To: Dave Hatin—Town of Queensbury—Building Department From: Ethan Hall Date: 8 February, 2007 Re: Go-Kart Gaming Arena—Adirondack Go-kart Adventure—Ken Ermiger At the above referenced location I observed the installation of the steel framing for the paintball shooting gallery and the Karaoke dance stage. All installations appear to be in conformance with generally accepted welding and construction practices and are acceptable to this office. Once the viewing platform for the Go-karting arena is complete we will provide review of the construction and corresponding documentation. If there are any questions please contact our office. 94, Regards; Ethan P.dHa V., 01 'N' 4- 7® Architect q�'-. Xc: Ken Ermiger—Adirondack Go-kart Adventure C:ACAD\Ermiger\Go cart trackTaperwork%pecial Inspection Report letter 8 Feb 2007.doc Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date inspection request received: Queensbury Building&Code Enforcement Arrive: 261 am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: "3 LOCATION: INSPECT ON: i f TYPE OF STRUCTURE: / Y N ! N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging / l Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Ina �� IhGY•i�/ 6��C Headroom 6 ft. 8 in. Q Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate dv. Q1 /z w 16 au e(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 f Fire separation 1, 2, 3 hour 11 V IX e -v f e Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. _ Garage Fire Separation f House side ''/z 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 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ Depart: arn/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: V—, �r -- PERMIT#: 1 �0 LOCATION: j�' INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab r 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/Wallpotir Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:\SueHemingway\Building.Codes,Inspection.FURMS\Fotmdation Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: ' NAME: /V� �tick✓ice �,C/a PERMIT#: LOCATION: INSPECT ON: - TYPE OF STRUCTURE: Y N fl'v/a COMMENTS Framing �� Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. ! / Stairwells 36 in. or more G�iC�.S'�� Headroom 6 ft. 8 in. r/ Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z(w) 16 gauge(8) 16D nails each side o �- Gfrlw�! L ,� Draft stopping 1,000 sq. ft. floor trusses / ��`�' �1 Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall y v Fire separation 1, 2, 3 hour fop Fire wall 2, 3,4 hour / Firestopping •� �Z !`eon a,�ec� �� '-� f�� Penetration sealed �' �`�`�r`P�✓ �� i� 16 inch insulation in cavity min. i �L Garage Fire Separation House side 1/z 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 Foundation Inspection Report Office No.(518)761-82516 Date Ins f�ctio re st received: Queensbury Building&Code Enforcement Arrive ZJ, Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 In tor's itials: A NAME: /ffo ° iKQ PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place G-�Y� 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 Dampproof ng 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 FormsWFoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM i Foundation Inspection Report Office No.(518)761-8256 Date Inspection r uest re ed: �� Queensbury Building&Code Enforcement Arrive: epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: �CcCr 1 RMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings ,� p � > 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 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\Inspecction Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM -l( 6� Foundation Inspection Report Office No. (518)761-8256 Date Ins2�qtion r uest received: Queensbury Building&Code Enforcement Arrive: . ; am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto s Initials: NAME: � C�i PERMIT#: �U�'3g LOCATION: (� INSPECT ON: / Co TYPE OF STRUCTURE: _ c r Comments N N/A Footin � 1i1� 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 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\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518)76]-8256 Date Ins ctiF !, ERMIT nest rec ' ed: — k� Queensbury Building&Code Enforcement Arrive: pm epart:742 Bay Rd.,Queensbury,NY 12804 Inspectors In NAME: J IU G�'!/l1L) #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings '� i .� i y �! � iers Monolithic Slab Reinforcement in Place G 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 L T lv V 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&Cozies Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518) 761-8256 Date Insjec r c ve : _ Queensbury Building&Code Enforcement Arrive: m z Depart: a742 Bay Rd., Queensbury,NY 12804 InspectoNAME: [��Ct�� = Ur 4. LOCATION: �Z�"�� _ 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. Materials for this pu_pr ose on site. _ Foundation/Wallpour BUM Reinforcement in Place Foundation Dampproofing �- �E ` Foundation/Waterproofing Type of Dampproofng/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 SIab�^ PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueAemingway\Building.Codes.Inspection.PORMS\I-oundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r uest rec ed: Queensbury Building&Code Enforcement Arrive: ":f epart: ° a 1 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia NAME: — ERMIT#: — LOCATION: INSPECT ON: ^ TYPE OF STRUCTURE: m t 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 • Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footi g Drain Stone: inch width 6 inches above footing 6 mil poly for wet areas under slab Bacicfill Approval Plumbing Under Slab n C/Cast/Copper l/ Foundation Insulatio ter' Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 23,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re est recei Queensbury Building &Code Enforcement Arrive: 1•t epart: : an ' in 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: �� ' _ c1 E RMI-T#: IE& LOCATION: INSPECT ON: — = TYPE OF STRUCTURE: Comments Y 1 N/A Footings 1_It,tJ 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing 1 Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Bacicfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exteiior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.InspectionTORNISWotindation Inspection Repoil.doc January 28,2003 Foundation Inspection Report Office No.(518)761-8256 Date Inspection re est recei d: Queensbury Building&Code Enforcement Arrive: epart: n/p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. NAME: #: L/V 0J LOCATION: INSPECT ON: TYPE OF STRUCTURE: v Comments Y N N/A O l��- U--�()LL_ Footings p � Piers Monolithic Slab Reinforcement in Place 1 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 Farms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM q-11 Tf�vR��5'Dvfl y 6'-27- 046 Foundation Inspection Report Office No.(518)761-8256 Date Ins ec11ni st re ive Queensbury Building&Code Enforcement Arrive: Depart: rp742 Bay Rd.,Queensbury,NY 12804 Inspector's NAME: 9ac!'It RMIT.#: 0 LOCATION: d INSPECT ON: TYPE OF STRUCTURE: — v �Q ��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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: \ 12 inch width �L6 inches above footing fto!y for wet areas under slab Backfill Ap roval Plumbing Under Slab PVC/Cast/Copper Foundation Insulario ` terio xten Rough Grgde thin 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report 2;? Office No.(518)761-8256 Date Inspfction requ a ive � Queensbury Building&Code Enforcement Arrive: a p Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: ° Ak-,-Jort Racf � RM1T#: C/ 2 � s LOCATION:. INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings f Piers onolithic Slab t' Y, Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. rpose on site. oundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place f/ Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump i Footing Drain Stone: 12 inch width 1 6 inches above footing i 6 mil poly for wet areas under slab Backfill Approval f 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 Foundation Inspection Report Office No. (518) 761-82.56 Date Ins chop quest received: _ Queensbury Building&Code Enforcement Arrive: n-/ inDepart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's initials: NAME: �1,�(,/G',��S/` PERMIT#: LOCATION: _ - 7 INISPECT ON: TYPE OF STRUCTURE: Comments 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 pu o A on site. Foundation/Wallpour 1 i Reinforcement in Plac j ^ Foundation Dampprooting 'v Foundation/Waterproofing Type of Dampproofing/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 SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\Suet-lemingway\Building.Codes.Inspection.FORMS\foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No.(518)761-8256 Date Inspectiourequest received: -Z b ` (� Queensbury Building&Code Enforcement Arrive:J 1 _am/ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspec eor's itials: NAME: )vet,AV c' PERMIT#: v 6 r 3 O LOCATION: 1 _ INSPECT ON: — TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible or 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 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\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall RE j 627 Maple Avenue LD z L Saratoga Springs NY 12866 Voice 518 580 1905 TOWN OF QUEE Fax 5185845012 BUILDING DCODE Email rrr@nycap.rr.com ephall@nycap.rr.com Notice of Special Inspections To: Dave Hatin—Town of Queensbury—Building Department From: Ethan Hall Date: 1 June, 2006 Re: in — n rmiger This letter shall service as notice that our office will be performing the special inspections for the structural systems of the above referenced project. If there are any questions please contact our office. Regards, D , Ethan P. Hall 16 Architect 0�70 Xc: Ken Ermiger—Go-Kart Adventure Racing C:ACAD\Ermiger\Go cart trackTaperwork\Go-Kart Special Inspection Report letter.doc 05/04/2006 07:33 5186683810 KEN ERMIGER PAGE 01 5�h.h;;rs,.t;k:.L:�;ac:,��',�jK+`-`•��1!4'••'�f..nc�;�ry7_';F•S� 511 �.;�,� •.. .rat .."y.}C,;n�:, ?4�4�_t}Y::N� `.:\'• �"Z fir`4 �<1•'�'., '�rr[t7:5ih:,.r'r.dY` iN%;� • w::r :r�;z. =^ 'mm the desk of Kmneth Ermigpr 3494 Lalm Shore Drive Lake George,NY 12845 Tele:518-668•-278"wr,518-668-3370 To Dave Mafia 745-4437 June 8,2006 From: Kenneth Ermiger 05/04/2006 07:33 5186683810 KEN ERMIGER PAGE 02 _ . . . . ..,.., r•..rn iGt..t1. �1� 3S9 19A$ P. 2 CONSTRUCTION TECHNOLOGY INSPECTION & T ESTINa DIVISION, P.A.&T.S., INC. 4'William Street,Ballston Lake,New York 12019 Phone:($18)399.1849 FAX;(518)399-1913 June 6,2006 ADVENTURE RACING Depe Dene Resort . 349.4 Lake Shore Drive Lake George,Ne`A,,York 12945 Att'n: Mr.Kennefb Ermiger Re: ADVENTURE RACING: QUEIENSBURtY,N•EW YOR K Construction Materials Inspection and Testing Services Dear Va.Ernaigor, CONSTRUCTION TECHNOLOGY is jpiaased to submit the follovA g fee schedule and proposal to provide all uccessmy labor,equipment,tools,and supplies to complete the constnLeflon materials Inspection,testing and laboratory evaluations required of the rcfbrenced project. From our conversation,we anticipate our services way include: L FMLD SERVICES, * SOIL FILLS AND EACKFILLS: Services of a Senior Materials Technioian to pro vide onsito soil compaction verification.Testing and evaluation of fill and backfili Materials shall be in accordance with ASTM D-1556, Sand Cone Method or,ASTM D-2922:Nuclm Gauge Density:itfetlaod_ *FOICTLAND CEMENT CONCRETE: Services of a Senior Materials Technician,cerdfled as required in ASTM C-94,by the American Concrete Institute(AC1)to Orade 1,Field Technician, Services shall include tests for slump,entrained air, temperstwm unit weightlyield and fabrication of test specimens.Rveordation of plaoetnent shall be in accordance witty applicable ASTM Standards and ACI Specifications. Concrete test cylinder and construction materials pickup. Technician,hourly rate for above listed services $ 23,50 Tranispor ion,per mile portal-to-portal 0.43 ]I,LABORATORY SEPWICES: Soil Particle Size Analysis(Sieve Analysis),per sample S 4.0.00 Soil Moisture/Density Relation(proctor),per sample 75.00 Compression Test of Concrete Test Cylinders,per cylinder 8.50 111.EQUIPN MNT CHARGES: Nuclear Soil/Asphalt Density Gauge,per day S 40.00 All listed fees INCLUDE,administrative review lmd typed reporrdistribs tiou to our olieut and those parties designated by project specification 05/04/2006_ 07:33 5186683810 KEN ERMIGER PAGE 03 ., ,.vn 1 KUG7ION TECH. 31.5 2599 113laS P• `F CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S,t INC. 4 William Street,(Ballston Lake,Now York 12019 Phone:(518)399-1348 Fax'(518)399.-1913 June 6,2006 TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 Bay Road Queensbury,New York 12804 Att"n: Building Code Enforcement Officials Re:ADVENTURE RACING,QZUEENSBURYt NY.far A!3VIKISTURE RACING 3494 Lake Shore Drive,Lake Ocorge,New York 12845 Construction Materials Inspection and Testing Services Gentleman, Per the request of Mr.Kenneth Errmi,ger, Adventure Racing,We are pleased to Inform you CONSTRUCTION TECHNOLOGY has been retaltned to provide the construction materials inspection and testing services required of the referenced project. As such,we would like a moment to introduce our organization. CONSTRUCTION TECHNOLOGY is the construction materials iaxpectiom division of Product Development&Technical Services, Inc. Sines our 1984 incorporation in Now York State,we have;been devoted to providing the highest standards of on,rime field insixVior4 testing arrd labomtory support to the construction indUstry.Our desire is a QC/QA involvement with prvjccts commitwd to drne ly completion whilo satisfying tho quality conutols and ns=nces necessary to support today's strict&-sip criteria,. All too otten,materials inspections are viewed as a necessary, evil or a requirement to be overlooked.Many times the laboratory brings this attitude on itself because of less than fully qualified personnel,tardy response,time or uncompromising attitu cs of technicians. Criven the opportunity,we are confident we can,provide the sorviecs that reflect our strong desire to be ad asset to the construction process. Our facility and field technical force is supported by state of the art test equipment,ir►cluding nuclear sail/asphalt density test equiptnent,•automatic soli moisture/density(Proctor) apparatus, temperature/humidity controlled outing environments for eoncreto specimens,and ail other veoessary equipment to satisfy the requirements of the Arnsritcan Society for Testing and Materials(ASTM)stmdards C-1077 and B-329 as they relate to a commercial inspecti©tz agency. CONSTRUCTION TECHNOLOGY has submitted to outside auditing by having our pecsonnerl,equipment,facility and quality assumaice plant,evaluated by the Cerncnit anti Concrete Reference Laboratory(CCRL)of the National Standards Institute. A copy o.F the CCRLLlNSI audit and finding is available upon;request. KEN t.KMIULK V� 05/04/2006 07_33 ,5186683510rc�u tuN TECH.. 518 os1s+ 1S113 P. 5 Jupc 6,2006 T6WN dF QUEENSlE URY BUELDING DEPARTMENT pc,,ADVENTURE RACING,QV EJENSIBURY,NY. Conomotion Mato oh inspection and Teoft Services ()ur staff ranges Prow consultant Professional Engineers,hydrologists and geologists to field technicians and materials inspectors with technical backgrounds of educational degmcs VMd/or substantiated experience in a construction oriented discipline.Field inspectors also possess a combination of the following certifications: *'Certification at various levels(AP-T-1 thrdugh SET-IVY by the National Institute for Cartifzcation in the> xnseftg Technologies(NICET), *American Concrete Institute(ACI)Grade i Concrete Inspector. * American Concrete histi'tute(A.CI)Certified Cowr+ete Construction Special Ittspector. * Troxler Nuclear Gauge Training Program for Radiation,Safety Officers and Field opf-Xators. * J&L Testing,zma. ertifiaction Pwgmrn►for Sanitary Landfill Inspoctors. * ,I&L.Testing,Iac.Certification Frogmen for Quality Control and hmpeedon.of Geos}nnhrtic Systems for Use in Solid and Hazardous Waste Disposal Facilities. In addition to particular qualifications,field inspectors are 6z iliar Vvith all phases Of construmion materials testing aad inspection ittcluditlg soils,concrete,reinforeeme7nt,masonry, structural steel,fireproofmg=4 roof insWladom This generally alleviates the nerd and expense of unaplo)ing more than one inspector on a particular project. CONSTRUCTION TECHNOLOGY currently has the capabilities to provide inspection and testing services relating to many construction eoncotns includWg but not limited to: subsurface drl tag od investigation,soils placement and compactim fotmdation design recommendations,pordand cement concrete,miit mason/,mortars,grouts,bitum noes concrete,sttatural steel and fYneprooting,as well as all associated laboratory services. In general,all fortes of materials resting aria inspection services,as they relate to the conrouction,badustxy,may be obtained t'hrougb CONSTRUCTION TECHNOLOGY. We app;eoiate your iat=st in our fam and our line of work. We look forward to complethig the eonsMetion materials Inspection,testing and 1aboratory requirments of ADVENTURE RACING. If there are any questions,or whett we my be of assistance,please contact this office immediately. Itespeci�tllyr CONSTRUCTION TECHNOLOGY Tom Joslin,S,E.T.,(ICED Manager Technical Services 05104/2006 07:33 5186683810 KEN ERMIGER NAUt U°, y ;�, s s a99 i�► P. 3 Juno 6,2006 IiOVENTI113.E RA tG Re: ADVENTURE RACING:QU +EA1SD[]P ,NEW YORK. Construction Materials Inspection and Testing Services CoNSTRUCTI ON TECHNOLOGY also provides other fo=s of testing and inspection services. Should there be requirements other than those lusted,please allow us to modify this proposal or resubmit a s dtable proposal for additional work. We appreciate your interest in our fi m.We look forward to serving the construction materials inspection,teWnlg and laboratory mquhrmonts of ADVENTURE RACING. if there are a:ny questions,or when we-may be of assistance,please eortact this offli a immediately. itespectf�lly, CONSTRUCTIO14 TECHNOLOGY Tom,Joslin,a.&T. "CET) Manager'TecWcal Services Job Number: 11 B 47100 2 I IIIIII IIIII IIII IIIIIII III IIIIII IIIII IIIII IIIII IIIII IIII IIII * 1 1 - B - 4 7 1 0 0 By: �N1.� Date: ZS o(p Phs: 01 Mfg. Plt: IFL-L Builder: 86795 Jobsite: IIIII IIIII I III II II III SCHERMERHORN CONSTRUCTION LLC 1079 STATE RT. 9 SCHERMERHORN CONSTRUCTION LLC 536 BAY ROAD SUITE 2 QUEENSBURY, NY 12804 QUEENSBURY, NY 12804 ENGINEERING SEAL: NY . 518 798-0674 Building Owner: Courier: GO-KART ADVENTURES Second Day 1079 STATE RT. 9 Next Day AM Next Day PM QUEENSBURY, NY 12804 Builder UPS/FEDEX Acct. DRAWING REQUIREMENTS Rev Drawings Qnty Mail To Drawing Type Eng. Seal ANCHOR ROD PLANS 4 BUILDER FINAL YES BILL OF MATERIALS 1 BUILDER FINAL CUSTOM ERECTION DRAWINGS 4 BUILDER FINAL YES STANDARD PRODUCT MANUAL DRAWINGS 2 BUILDER FINAL DRAWINGS ENCLOSED: 3;7- - 1 06 tssE�►) I'Z • 14. 03 Iq - 45 04 (D l� 1b C7(.o Charge IIIIIIIIIIIIIIIIIIIIIIII Dept.610 REMARKS: 1 MAIL DRAWINGS ROLLED. hk 2 '), [uuu �� e_ PACKING LIST WORK ORDER NO. Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 1 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0—13 CUSTOMER SCHERMERHORN SHIPTO GO—KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENS BURY, NY DATE SHIPPED COLOR CODE COLOR GA KSI TEXTURE BASE TRIM CLASSIC GREEN (K) 26 5.0 SMOOTH BOLT UNPAINTED BOLT1 ZINC PLATED Q vpriCAULK SHELL WHITE � CORNER TRIM CLASSIC GREEN (K) 26 50 SMOOTH TOWN0U�`�` ®Os EAVE TRIM CLASSIC GREEN. (K) 26 5 0 SMOOTH BUILDING ANp1COD,,U Y EAVE TRIM1 SANDSTONE (K) 26 50 SMOOTH FRAMED OPENING CLASSIC GREEN (K) 26 50 SMOOTH MISC SHELL WHITE 26 50 SMOOTH RAKE TRIM CLASSIC GREEN (K) 26 50 SMOOTH RIDGE TRIM GALM/ALUMZINC 24 50 SMOOTH RIDGE TRIM1 CALM/ALUMZINC 26 50 SMOOTH ROOF GALM/ALUMZINC 24 50 SMOOTH ROOF TRIM GALM/ALUMZINC 26 50 SMOOTH ROOF TRIM1 CALM/ALUMZINC 24 50 SMOOTH ROOF TRIM2 STAINLESS STEEL 26 50 SMOOTH ROOF1 STAINLESS STEEL 26 50 SMOOTH SCREW GALM/ALUMZINC STRUCTURAL PRIMER RED UNPAINTED UNPAINTED WALL SANDSTONE (K) 26 50 SMOOTH WALL TRIM SANDSTONE (K) 26 50 SMOOTH WALL1 CLASSIC GREEN (K) 26 50 SMOOTH LIST BY DATE CHECKED BY DATE QHS/SMA 0 5—2 3—0 6 2495 RECEIVED BY DATE PACKINGIIST WORK ORDER NO. -.W- Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 2 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIPTO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENSBURY, NY DATE SHIPPED QTY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT SHOP COAT RED PRIMER ON STRUCT. 6 C1A BUP_SECTION FRAME COLUMN PRIMER RED 13- 3 5/16 STRUCTURAL 1465 .3765 6 C1B BUP_SECTION FRAME COLUMN PRIMER RED 13- 3 , 5/16 STRUCTURAL 1465 .3765 1 C1C BUP_SECTION FRAME COLUMN PRIMER RED 13- 3 5/16 STRUCTURAL 1465 .3765 1 C1D BUP_SECTION FRAME COLUMN PRIMER RED 13- 3 5/16 STRUCTURAL 1465.`2361 2 CC3L W8X10 BFEW CORNER COLUMN PRIMER RED 12- 5 3/16 STRUCTURAL 137 . 6211 2 CC3M W8X18 BFEW CORNER COLUMN PRIMER RED 12- 5 1/4 STRUCTURAL 236 . 841 1 CD4LL W10X12 BFEW COLUMN PRIMER RED 16- 0 1/16 STRUCTURAL 209 . 623 1 CD4LR W10X12 BFEW COLUMN PRIMER RED 16- 0 1/16 STRUCTURAL 209 . 623 1 CD4ML W12X14 BFEW COLUMN PRIMER RED 17- 8 1/16 STRUCTURAL 272 . 1997 1 CD5LL W10X12 BFEW COLUMN PRIMER RED 20- 2 1/16 STRUCTURAL 259 . 623 1 CD5LR W10X12 BFEW COLUMN PRIMER RED 20- 2 1/16 STRUCTURAL 259 . 62 1 CD5ML W8X18 BFEW COLUMN PRIMER RED 22-10 9/1f STRUCTURAL 431 . 6 1 CD6LL W10X12 BFEW COLUMN PRIMER RED , 24- 4 1 STRUCTURAL 3040 1 CD6LR W10X12 BFEW COLUMN PRIMER RED 24- 4 STRUCTURAL 3 1 CD6MR W8X18 BFEW COLUMN PRIMER RED 26- STRUCTURAL LIST BY DATE CHECKED BY DATE QHS/SMA 05-23-061 2495 1 RECEIVED BY �ACKINAIST WORK ORDER NO. Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 3 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0—13 CUSTOMER SCHERMERHORN SHIP TO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENS BURY, NY DATE SHIPPED QTY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 1 CD7MR W10X22 BFEW COLUMN PRIMER RED 22- 0 9/16 STRUCTURAL 505 . 197 1 CD8MR W10X22 BFEW COLUMN PRIMER RED 16- 0 1/16 STRUCTURAL 375 . 0311 6 R1AA BUP_SECTION FRAME RAFTER PRIMER RED 30- 0 1/8 STRUCTURAL 2777 . 5099 6 R1AB BUP_SECTION FRAME RAFTER PRIMER RED 35-11 5/8 STRUCTURAL 2502 . 2867 6 RIBA BUP_SECTION FRAME RAFTER PRIMER RED 30- 0 1/8 STRUCTURAL 2852 . 8166 6 R1BB BUP_SECTION FRAME RAFTER PRIMER RED 35-11 5/8 STRUCTURAL 2553 . 2032 1 R1CA BUP_SECTION FRAME' RAFTER PRIMER RED 30- 0 1/8 STRUCTURAL 2686 . 4484 1 R1CB BUP_SECTION FRAME RAFTER PRIMER RED 35-11 5/8 STRUCTURAL 2448 . 1977 1 R1DA BUP_SECTION FRAME RAFTER PRIMER RED 30- 0 1/8 STRUCTURAL 26487595 1 R1DB BUP_SECTION FRAME RAFTER PRIMER RED 35-11 5/8 STRUCTURAL 2444 . 7418 2 RE1LA W12X22 BFEW RAFTER PRIMER RED 42- 3 3/4 STRUCTURAL 946 . 0731 2 RE1LB W12X14 BFEW RAFTER PRIMER RED 27- 9 1/2 STRUCTURAL 402 . 3114 1 REWIMA BUP_SECTION BFEW RAFTER PRIMER RED 29- 9 7/8 STRUCTURAL 1454 . 54 1 REWIMB BUP_SECTION BFEW RAFTER PRIMER RED 40- 3 1/ STRUCTURAL 1939 . 1 REW2MA BUP_SECTION BFEW RAFTER PRIMER RED 21- 7 1 STRUCTURAL 105 1 REW2MB BUP_SECTION BFEW RAFTER PRIMER RED 29- 7 STRUCTURAL 1 LIST BY DATE CHECKED BY DATE / QHS/SMA 05-23-06 2495 RECEIVED BY SPACKINGILIST WORK ORDER NO. Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 4 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIP TO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENSBURY, NY DATE SHIPPED QTY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 1 REW2MC BUP_SECTION BFEW RAFTER PRIMER RED 18- 9 13/16 STRUCTURAL 449 . 7161 12 WR0800A ROD BRACE 1/2 " THREAD ROD ONLY PRIMER RED 22- 9 STRUCTURAL 11 . 6298 6 WRO800E ROD BRACE 1/2 " THREAD ROD' ONLY PRIMER RED 27- 3 STRUCTURAL 13 . 9302 18 WRO80OF ROD BRACE 1/2 " THREAD ROD ONLY PRIMER RED 28- 8 STRUCTURAL 14 . 6544 6 WR0800G ROD BRACE 1/2 " THREAD ROD ONLY PRIMER RED 28- 1 STRUCTURAL 14 . 3562 ` 6 WR0800H ROD BRACE 1/2 " THREAD ROD ONLY PRIMER RED 27- 9 STRUCTURAL 14 . 1858 1 WR1200A ROD BRACE 3/4" THREAD ROD ONLY PRIMER RED 28- 5 STRUCTURAL 42 . 6251 1 WR1200 ROD BRACE 3/4" THREAD ROD ONLY PRIMER RED 29-11 STRUCTURAL 44 . 8751 12 WR1400A ROD BRACE 7/8" THREAD ROD ONLY PRIMER RED 23- 8 STRUCTURAL 48 .2801 3 PSTP125 STRAP BRACING 1 1/4 X 830' UNPAINTED UNPAINTED 110 . 0 1 FB1 FLG BRACE 1 1/4 X 1 1/4 X 1/8 PRIMER RED 3- 5 1/2 STRUCTURAL 3 . 3391- 70 FB1G FLG BRACE 1 1/4 X 1 1/4 X 1/8 PRIMER RED 4-10 STRUCTURAL 4 . 6667 28 FB2E FLG BRACE 2 X 2 X 1/8 PRIMER RED 4-10 STRUCTURAL 7 .7505 26 FB3 FLG BRACE 2 1/2 X 2 1/2 X 3/16 PRIMER RED 7- 2 1/2 STRUCTURAL 21 . 627 14 FB3A FLG BRACE 2 1/2 X 2 1/2 X 3/16 PRIMER RED 7- 6 STRUCTURAL 22 . 5022 14 FB3B FLG BRACE 2 1/2 X 2 1/2 X 3/16 PRIMER RED 7- 3 STRUCTURAL 21 .7 LIST BY DATE CHECKED BY DATE QHS/SMA 05-23-06 2495 RECEIVED BY �PACKINGbST WORK ORDER NO. =�•L, Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 5 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0—13 CUSTOMER SCHERMERHORN SHIP TO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENSBURY, NY DATE SHIPPED CITY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 26 FB3C FLG BRACE 2 1/2 X 2 1/2 X 3/16 PRIMER RED 7- 1 STRUCTURAL 21 .252 14 FB3D FLG BRACE 2 1/2 X 2 1/2 X 3/16 PRIMER RED 6-11 STRUCTURAL 20 . 7522 28 FB3E FLG BRACE 2 1/2 X 2 1/2 X 3/16 PRIMER RED 6- 9 STRUCTURAL 20 .252 14 FB3F FLG BRACE 2 1/2 X 2 1/2 X 3/16 PRIMER RED 6- 7 STRUCTURAL 19 . 7519 12 FB3G FLG BRACE 2 1/2 X 2 1/2 X 3/16 PRIMER RED 7- 4 1/2 STRUCTURAL 22 . 1272 14 FB3H FLG BRACE 2 1/2 X 2 1/2 X 3/16 PRIMER RED 7- 2 STRUCTURAL 21. 5022 14 FB3J FLG BRACE 2 1/2 X 2. 1/2 X 3/16 PRIMER RED 6-11 1/2 STRUCTURAL 20 . 877 14 FB3K FLG BRACE 2 1/2 X 2 1/2 X 3/16 PRIMER RED 6- 6 1/2 STRUCTURAL 19 . 627 12 FB3M FLG BRACE 2 1/2 X 2 1/2 X 3/16 PRIMER RED 6- 4 1/2 STRUCTURAL 19 . 1269 12 FB3N FLG BRACE 2 1/2 X 2 1/2 X 3/16 PRIMER RED 7- 1 1/2 STRUCTURAL 21 .3771 2 FB3P FLG BRACE 2 1/2 X 2 1/2 X 3/16 PRIMER RED 7- 0 1/2 STRUCTURAL 21 . 1272 2 FB3Q FLG BRACE 2 1/2 X 2 1/2 X 3/16 PRIMER RED 7- 5 1/2 STRUCTURAL 22 . 3771 23 BA12 BASE ANGLE 2 5/8" X 4" PRIMER RED 20- 0 STRUCTURAL 25 . 6569 10 V21 ANGLE 5 1/4 X 6 PRIMER RED 16- 0 STRUCTURAL 35 . 1303 6 V22 ANGLE 5 1/4 X 6 PRIMER RED 10- 9 STRUCTURAL 23 . 6032 1 V54 ANGLE 4 X 7 3/8, (B.O.S. - PRIMER RED 16- 0 (92 . 0 DEGS. ) STRUCTURAL 35 .13 LIST BY DATE CHECKED BY DATE QHS/SMA 05-23-06 2495 RECEIVED BY PACKING'LIST WORK ORDER NO. Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 6 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIP TO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENS BURY, NY DATE SHIPPED CITY MARK DESCRIPTION COLOR LENGTH GALV 'ANID CODE WEIGHT I 2 DJ1 8 :I/Z' "C 75 PRIMER RED 7- 0 1/2 JW7P08450D00000 ' STRUCTURAL 28 .2738 3- 2, 3/4 (06) 2 DJ2 8 '1/2' C 75 PRIMER RED 11- 2 1/2 JW7P13450F12800 STRUCTURAL 45 . 0036 '< 3- 2, 3/4 (06) 1 DJ3 8' 1/2" C 75 PRIMER RED 12- 6 1/16 JW7P15006F00000 STRUCTURAL 50 .2109 3- 2, 3/4 (06") 11- 8, 3/4 (06) 2 DJ4 8 1/2 C 75 . PRIMER RED 11- 2 1/2 JW7P13450F11000 STRUCTURAL 45 . 0036 3- 2 , 3/4 (06) 1 DH1 8 1/2 C 75 PRIMER RED 12- 0 HW7P14400E00000 STRUCTURAL 48 . 1824 1 DH2 8 1/2". C 75 PRIMER RED 10- 0 HW7P12000E00000 STRUCTURAL 40 . 152 8 GC1 8 1/2 C 75 PRIMER RED 20- 0 GC87 24000A STRUCTURAL 80 .304 2 Z28 8 1/2 Z 57 PRIMER RED 21- 0 3/4 G85-MAA15400A STRUCTURAL 59 : 6996 14-11, 3/4 (06) 20 Z29 8 1/2' Z 57 PRIMER RED 22- 2 G85AAAA16800A- STRUCTURAL 62 . 8293'" 6- 1, (06) 16- 1, (06) 1 Z30 8 1/2 Z 57 PRIMER RED 21- 9 1/2 G85AA-U21050A STRUCTURAL 61 . 7664' 6- 1, (06) 18- 1, (07) 21- 1, (03) 1 Z31 8 1/2 ,-Z 64 PRIMER,RED 21- 9 1/2 G86AA-U21050A STRUCTURAL 69 .3499• 6- 1, (06) 18- 1, (07) 21- 1, (03) 2 Z32 8 1/2 Z 57 PRIMER'RED 6- 8 1/4 G85-U-M02850A STRUCTURAL - " 18 . 9551 1 Z33 8 1/2" 'Z" 64 PRIMER" RED 20- 2 G86- -M15400A STRUCTURAL 64 . 178 'A- LIST BY DATE CHECKED BY DATE RECEIVED BY DAT QHS/SMA 05-23-06 2495 , �ACKING LIST WORK ORDER NO. Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 7 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIPTO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENSBURY, NY DATE SHIPPED QTY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 1- 0, 1/4 (06) 13- 4, 1/4 (06) 1 Z34 8 1/2 Z 72 PRIMER RED 2-11 G87-R-U03200A STRUCTURAL 10 . 6646 1 Z35 8 1/2 Z 57 PRIMER RED 2-11 G85-R-U03200A STRUCTURAL 8 .2671 1 Z36 8 1/2 Z 57 PRIMER RED 3- 8 1/4 G85 -U04225A STRUCTURAL 10 . 4519 0-11, 1/2 (06) 1 Z37 8 1/2 Z 57 PRIMER RED 24- 2 3/4 G85-R-R28875A STRUCTURAL 68 . 6752 1 Z38 8 1/2 Z 57 PRIMER RED 13- 7 5/16 G85-T-R16006A STRUCTURAL 38 . 5745 3 Z39 8 1/2 Z 57 PRIMER RED 18- 2 3/4 G85-R-R21675A STRUCTURAL 51 . 6688 1 Z40 8 1/2 Z 57 PRIMER RED 12- 7 5/16 G85-T-R14806A STRUCTURAL 35 . 7401 1 Z41 8 1/2 Z 57 PRIMER RED 8- 7 5/16 G85-R-T10006A STRUCTURAL 24 . 4025 2 Z42 8 1/2 Z 57 PRIMER RED 20- 0 1/2 .G85 - 20225A STRUCTURAL 56 . 8061 1- 0, 1/2 (03 ) 1 Z44 8 1/2 Z 64 PRIMER RED 20- 0 1/2 G86 20225A STRUCTURAL 63 . 7806 1- 0, 1/2 (03) 2 Z45 8 1/2 Z 57 PRIMER RED 21- 3 1/4 G85- AA16800A STRUCTURAL 60 .29 15- 2, 1/4 (06) 2 Z46 8 1/2 Z 57 PRIMER RED 21- 0 3/4 G85AA-M15400A STRUCTURAL 59 . 6996 6- 1, (06) 4 Z47 8 1/2 Z 57 PRIMER RED 18- 9 7/8 G85-R-R22388A STRUCTURAL 53 .3516 1 Z48 8 1/2 Z 57 PRIMER RED 19- 7 1/8 G85 -R23413A STRUCTURAL 55 . 5364 AA LIST BY DATE CHECKED BY DATE QHS/SMA 05-23-061 2495 RECEIVED BY DATE 'PACKING'LIST WORK ORDER NO. Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 8 , ` P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIP TO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENSBURY, NY DATE SHIPPED QTY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 0-11, 1/2 (06) 1 Z49 8 1/2 Z 57 PRIMER RED 7-11 5/16 G85-T-RO9206A STRUCTURAL 22 . 5128 20 Z50 8 1/2 Z 57 PRIMER RED 19- 2 3/4 G85-R-R22875A STRUCTURAL 54 . 5032 4 Z51 8 1/2 Z 64 PRIMER RED 19- 2 3/4 G86-R-R22875A STRUCTURAL 61. 195 1 Z52 8 1/2 Z 57 PRIMER RED 19- 7 1/8 G85-R 23413A STRUCTURAL 55 . 5364 18- 7, 5/8 (06) 1 Z53 8 1/2 Z 57 PRIMER RED 10- 7 5/16 G85-R-T12406A STRUCTURAL 30 . 0713 15 Z54 10 Z 100 PRIMER RED GOO-MCE15400C STRUCTURAL 134 . 3854 14-11, 3/4 (06) 32 Z55R 10 Z 84 PRIMER RED 24- 2 G08CCEC16800C STRUCTURAL 117 . 7402 7- 1, (06) 17- 1, (06) 32 Z55L 10 Z 84 PRIMER RED 24- 2 G08'CECC16800C STRUCTURAL 117 .7402 7- 1, (06) 17- 1, (06) 6 Z56 10 Z 84 PRIMER RED 20- 4 1/2 G08- -Q16800C STRUCTURAL 99 . 267 128 Z57 10 Z 84 PRIMER RED 24- 2 G08CCCC16800C STRUCTURAL 117 . 7 002 7- 1, (06) 17- 1, (06) 32 Z58 10 Z 100 PRIMER RED 23- 2 GOOEC-M15400C STRUCTURAL 134 . 3854 8- 2 , 1/4 (06) 13 Z59 10 Z 100 PRIMER RED 23- 0 1/4 GOO CE20200C STRUCTURAL 133 . 5391 0- 2, 1/4 (03) 1- 0, (03) 4- 0, (07) 14-10, (06) 4 Z60 10 Z 100 PRIMER RED 23- 2 GOO-MCE15400C STRUCTURAL 134 . 3554 LIST BY DATE CHECKED BY DATE QHS/SMA 05-23-061 2495 1 RECEIVED BY DATE �'ACKINWLIST WORK ORDER NO. Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 9 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIPTO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENS BURY, NY DATE SHIPPED QTY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 2 E7R 10 E 84 PRIMER RED 19-11 1/2 EX08-S-U2120OA0000OPI4 STRUCTURAL 103 .2962 1 E7L 10 E 84 PRIMER RED 19-11 1/2 EX08-U-S2120OA00000PI4 STRUCTURAL 103 .2962 12 E8 10 E 84 PRIMER RED 19-11 1/2 EX08-S-S2260OA0000OPI4 STRUCTURAL 103 .2962 1 E9 10 E 84 PRIMER RED 19- 9 3/4 EX08 -S2310OA0000OPI4 STRUCTURAL 102 . 5416 0-10, 3/4 (01) 1- 1, 1/4 (01) 1- 7, (01} 10 CL100 JAMB TO HEADER PRIMER RED STRUCTURAL 1 . 3181 80 CL200 EW/PART/FACADE COL TO GIRT PRIMER RED STRUCTURAL 2 . 6 121 CL204 WEB STIFF 8 1/2 " & 10" PURLINS PRIMER RED STRUCTURAL 0 . 5079 54 CL207 SHEETING CLIP FOR INSET COLUMNS PRIMER RED STRUCTURAL 1 . 9619 7 CL214 BASE CLIP (8 1/2 " JAMB) PRIMER RED STRUCTURAL 1 . 7792 3 CL224 GIRT TO COR COL WEB W -2) PRIMER RED STRUCTURAL 4 . 105 4 CL237R SW GIRT TO EW GIRT PRIMER RED STRUCTURAL 1 .2934 2 CL237L SW GIRT TO EW GIRT PRIMER RED STRUCTURAL 1 .2934 5 CL247 GIRT TO 8 1/2 OR 10" PURLIN PRIMER RED (101 . 8 D) STRUCTURAL 1 . 4354 14 CL255 ES SPLICE CLIP (LOW SIDE) PRIMER RED (104 . 0 D) STRUCTURAL 1 . 5 14 CL268 ES SPLICE CLIP PRIMER RED (75 . 0 D) STRUCTURAL 1 .26 LIST BY DATE CHECKED BY DATE7/ QHS/SMA 05-23-061 2495 RECEIVED BY DATE PACKING LIST WORK ORDER NO. Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 10 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIP TO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENS BURY, NY DATE SHIPPED QTY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 4 CL269 ES CLIP AT- ENDFRAME PRIMER RED (75 . 0 D) STRUCTURAL 0 . 8141 12 CL472B ES TO PURLIN ANGLE PRIMER RED 1- 0 11/16 STRUCTURAL 1 . 6954 6 CL472G ES TO PURLIN ANGLE PRIMER RED 2- 6 5/16 STRUCTURAL 4 . 0507 10 CL472H ES TO PURLIN ANGLE PRIMER RED 3- 4 3/4 STRUCTURAL 5 . 4454 6 CL472J ES TO PURLIN ANGLE PRIMER RED 3- 8 5/8 STRUCTURAL 5 . 9632 N CL472K ES TO PURLIN ANGLE PRIMER RED 4- 7 1/16 STRUCTURAL 7 . 358 CL491 8 1/2 & 10" ZEE WEB STIFFENER PRIMER RED STRUCTURAL 2 . 5521 53 CL493 8 1/2 & 10" PURLIN ANCHORAGE PRIMER RED STRUCTURAL 3 .2 16 JA55A RIDGE DIAPHRAGM CHANNEL PRIMER RED 2- 2 3/8 STRUCTURAL 6 .9377 1 PC5L BEARING CHANNEL, SLOPE PRIMER RED (SSO4 . 05 OPP. HAND) STRUCTURAL 22 . 593 A = 1- 4, 3/16 B = 4- 5, 1/2 TD= 0- 1, 1/4 ; 0- 2 , 5/8 TD= 3-10, 5/8 ; 4- 4, 1/4 4 PC5AR BEARING CHANNEL, SLOPE PRIMER RED (SSO4 . 05 AS SHOWN) STRUCTURAL 26 .9479 A = 1- 4, 3/16 B = 5- 3 , 13/16 TD= 0- 1, 1/4 1- 2 , 3/8 TD= 1- 5 , 1/16 4- 3 , 1/8 TD= 4- 5, 13/16 5- 2, 9/16 4 PC5AL BEARING CHANNEL, SLOPE PRIMER RED (SSO4 . 05 OPP. HAND) STRUCTURAL 26 . 9479 A = 1- 4, 3/16 B = 5- 3 , 13/16 TD= 0- 1, 1/4 1- 2 , 3/8 TD= 1- 5, 1/16 4- 3 , 1/8 LIST BY DATE CHECKED BY DATE QHS/SMA 0 5-2 3-0 6 2495 RECEIVED BY DATE 'PACKING!-IST WORK ORDER NO. Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 11 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIP TO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENSBURY, NY DATE SHIPPED QTY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT TD= 4- 5, 13/16 5- 2 , 9/16 1 PC5BR BEARING CHANNEL, SLOPE PRIMER RED STRUCTURAL 21 .95 55 A = 1- 4, 3/16 B = 4- 4, TD= 0- 1, 1/4 ' ; 0- 8, 1/4 TD= 3-10, 4- 2 , 3/4 1 PC5CL BEARING CHANNEL, SLOPE PRIMER RED (SSO4 . 05 OPP. HAND) STRUCTURAL 21 . 9859 A = 1- 4, 3/16 B = 4- 4, 1/16 TD= 0- 1, 1/4 0- 8, 1/4 TD= 3-10, 1/16 4- 2 , 13/16 2 PC32 CORNER GIRT CLIP PRIMER RED (SSO4 . 32) STRUCTURAL 2 . 4856 A = 4, 1/4 B = 8, 1/4 C = 3 , D = 7/8 E = 2, 1/2 F = 7/8 G = 2, 1/8 H = 2, 1/2 K = 1, 1/4 L = 2, 1/4 M = 6, 1/2 T = 1/4 BEND= 90 D 16 PC56R RIDGE DIAPHRAGM CLIP PRIMER RED (SSO4 . 56 AS SHOWN) STRUCTURAL 1 .3776 A = 5, 1/2 B = 4, 15/16 C = 3 , 1/16 D = 2 , 1/16 E = 1, 9/16 F = 1, G = 2, 1/2 H = 2 , J = 2, 1/16 K = 2, 7/16 L = 1, BEND= 90 D LIST BY DATE CHECKED BY DATE QHS/SMAJ 05-23-061 2495 RECEIVED BY DATE 'PACKING'LIST WORK ORDER NO. � ,�_,= Star Building Systems 11-B- 47100=2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 12 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIP TO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENS BURY, NY DATE SHIPPED QTY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 16 PC56L RIDGE DIAPHRAGM CLIP PRIMER RED (SSO4 . 56 OPP. HAND) STRUCTURAL 1 . 3776 A = 5, 1/2 B = 4, 15/16 C = 3 , 1/16 D = 2, 1/16 E = 1, 9/16 F = 1, G = 2, 1/2 H = 2 , J = 2 , 1/16 K = 2, 7/16 L = 1, BEND= 90 D 6 XC1Z EW COL CLIP PRIMER RED 1- 0 1/4 STRUCTURAL 4 . 4506 5 XC2Z EW COL CLIP PRIMER RED 1- 0 1/4 STRUCTURAL 4 .4506 5 XC3Z EW COL CLIP PRIMER RED 1- 0 1/4 STRUCTURAL 4 . 4506 4 XC4Z EW COL CLIP PRIMER RED 1- 0 1/4 STRUCTURAL 4 .4506 1 XC7Z EW COL CLIP PRIMER RED 1- 2 3/4 STRUCTURAL 5 : 3589 1 XC8Z EW COL CLIP PRIMER RED 1- 2 3/4 STRUCTURAL 5 . 3589 340 HS5175 1/2 " X 1 3/4" A325 BOLT TYPE 1 UNPAINTED BOLT 0 . 141 37 HS5200 .1/2 " X 2 " A325 BOLT TYPE 1 UNPAINTED BOLT 0 . 155 322 HS75200 3/4" X 2 " A325 BOLT TYPE 1 UNPAINTED BOLT 0 . 39 200 HS100300 1" X 3 " A325 BOLT TYPE 1 UNPAINTED BOLT 0 . 99 3612 MB5175 1/2 X 1 3/4 A307 BOLT GRADE A UNPAINTED BOLT 0 . 13 LIST BY DATE CHECKED BY DATE QHS/SMA 0 5-2 3-0 6 2495 RECEIVED BY DATE 'PACKING'LIST WORK ORDER NO. - Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 13 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIP TO GO-KART ADVENTURES ' SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENSBURY, NY DATE SHIPPED QTY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 57 FN5100 1/2 " X 1" A307 FIN HEAD ,BOLT ZINC PLATED BOLT1 0 . 07 377 HSN500 1/2 " A563 GRADE C HEAVY HEX NUT UNPAINTED BOLT - 0 . 0654 322 HSN750 3/4" A563 GRADE C HEAVY HEX NUT UNPAINTED BOLT 0 . 193 200 HSN1000 1" A563 GRADE C HEAVY HEX NUT UNPAINTED BOLT 0 . 425 9 MN750 3/4" A563 GRADE A HEX NUT UNPAINTED BOLT 0 . 11 4171 MN500 1/2 " A563 GRADE A NUT UNPAINTED BOLT 0 . 03 29 MN875 7/8" A563 GRADE A HEX NUT UNPAINTED BOLT 0 . 18 29 WF875 '7/8" DIA ASTM F844 FLAT WASHER UNPAINTED BOLT 0 . 15 9 WF750 3/4" DIA ASTM F844 FLAT WASHER UNPAINTED BOLT 0 . 11 341 WF500 1/2 " DIA ASTM F844 FLAT WASHER UNPAINTED BOLT 0 . 04 96 WS110 1/2 " & 5/8" SLOPE WASHER UNPAINTED BOLT 1 . 16 28 WS120 3/4" & 7/8" SLOPE WASHER UNPAINTED BOLT 1 . 5 31 WN500 1/2 " SUB-NUT UNPAINTED BOLT 0 . 06 BEGIN SHEET/FLASH RECORDS 79 STS1 STS G4 ROOF PANEL GALM/ALUMZINC 37- . 6 3/8 SSTSG4S45038000000 ROOF 91 . 9514 79 STS2 STS G4 ROOF PANEL GALM/ALUMZINC 36- 4 9/16 SSTSG4S43656000000 ROOF 89 . 1315 LIST BY DATE CHECKED BY DATE QHS/SMA 05-23-06 2495 RECEIVED BY DATE 'PACKING'LIST WORK ORDER NO. —„ Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 14 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIPTO GO-KART ADVENTURES SHIPPED VIA ° CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENS BURY, NY DATE SHIPPED OTY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 79 STS3 STS G4 ROOF PANEL GALM/ALUMZINC 35-10 SSTSG4S43000000000 ROOF 87 : 7916 79 STS5 STS G4 ROOF PANEL GALM/ALUMZINC 34- 8 1/8 SSTSG4S41613000000 ROOF 84 - 9589 153 SDW18 SDW V6 SIDEWALL PANEL CLASSIC GREEN (K) 3- 9 1/2 SSDWV6SO4550000000 WALL1 10 . 1996 4 SDW46 SDW N6 SIDEWALL PANEL SANDSTONE (K) 2- 4 SSDWN6S02800000000 WALL 6 .' 2766 104 SDW47 SDW N6 SDW V6 SANDSTONE (K) 9- 7 1/2 SSDWN6S11550000000 WALL 25 . 8913 WIDTH GT PANEL-TYPE COLOR 1 . SDS1 140- 0 N6 SDW PKG. SSTN 1 PP1001 PKG. PANEL SANDSTONE (K) 10- 4 SSDWN6S12400000000 WALL 27 . 7 667 1 PP1002 PKG. PANEL SANDSTONE (K) 10-11 1/2 SSDWN6S13150000000 WALL 29 . 4779 1 PP1003 PKG. PANEL' SANDSTONE (K) 11- 7 SSDWN6S13900000000 WALL 31 . 1592 1 PP1004 PKG. PANEL SANDSTONE (K) 12- 2 1/2 SSDWN6S14650000000 WALL 32`. 8404 1 PP1005 PKG. PANEL SANDSTONE (K) 12-10 SSDWN6S15400000000 WALL 34 . 5217 1 PP1006 PKG. PANEL SANDSTONE (K) 13- 5 1/2 SSDWN6S16150000000 WALL 36 .2029 1 PP1007 PKG. PANEL SANDSTONE (K) 14- 1 SSDWN6S16900000000 WALL 37 . 8842 1 PP1008 PKG. PANEL SANDSTONE (K) 14- 8 1/2 SSDWN6S17650000000 WALL 39 . 5654 1 PP1009 PKG. PANEL SANDSTONE (K) 15- 4 SSDWN6S18400000000 WALL 41 .2467 1 PP1010 PKG. PANEL SANDSTONE (K) 15-11 1/2 SSDWN6S19150000000 WALL 42 . 9279 LIST BY DATE CHECKED BY DATE QHS/SMA 05-23-06 2495 RECEIVED BY DATE PACKING'LIST WORK ORDER NO. - ,. Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 15 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIPTO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENS BURY, NY DATE SHIPPED QTY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 1 PP1011 PKG. PANEL SANDSTONE (K) 16- 7 SSDWN6S19900000000 WALL 44 . 6092 1 PP1012 PKG. PANEL SANDSTONE (K) 17- 2 1/2 SSDWN6S20650000000 WALL 46 .2904 1 PP1013 PKG. PANEL SANDSTONE (K) 17-10 SSDWN6S21400000000 WALL 47 .9717 1 PP1014 PKG. PANEL SANDSTONE (K) 18- 5 1/2 SSDWN6S22150000000 WALL 49 . 6529 1 PP1015 PKG. PANEL SANDSTONE (K) 19- 1 SSDWN6S22900000000 WALL 51 . 3342 1 PP1016 PKG. PANEL SANDSTONE (K) 19- 8 1/2 SSDWN6S23650000000 WALL 53 . 0154 1 PP1017 PKG. PANEL SANDSTONE (K) 20- 4 SSDWN6S24400000000 WALL 54 . 6967 1 PP1018 PKG. PANEL SANDSTONE (K) 20-11 1/2 SSDWN6S25150000000 WALL 56 . 3779 1 PP1019 PKG. PANEL SANDSTONE (K) 21- 7 SSDWN6S25900000000 WALL 58 . 0592 1 PP1020 PKG. PANEL SANDSTONE (K) 22- 2 1/2 SSDWN6S26650000000 WALL 59 . 7404 1 PP1021 PKG. PANEL SANDSTONE (K) 22-10 SSDWN6S27400000000 WALL 61 . 4217 1 PP1022 PKG. PANEL SANDSTONE (K) 23- 5 1/2 SSDWN6S28150000000 WALL 63 . 1029 1 PP1023 PKG. PANEL SANDSTONE (K) 24- 1 SSDWN6S28900000000 WALL 64 . 7842 3 PP1024 PKG. PANEL SANDSTONE (K) 24- 3 1/2 SSDWN6S29150000000 WALL 65 . 3446 1 PP1025 PKG. PANEL SANDSTONE (K) 24- 1 SSDWN6S28900000000 WALL 64 . 7842 1 PP1026 PKG. PANEL SANDSTONE (K) 23- 5 1/2 SSDWN6S28150000000 WALL 63 . 1029 LIST BY DATE CHECKED BY DATE QHS/SMA 05-23-061 2495 RECEIVED BY DATE PACKINGL.IST WORK ORDER NO. Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 16 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIP TO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENS BURY, NY DATE SHIPPED CITY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 1 PP1027 PKG. PANEL SANDSTONE (K) 22-10 SSDWN6S27400000000 WALL 61 . 4217 1 PP1028 PKG. PANEL SANDSTONE (K) 22- 2 1/2 SSDWN6S26650000000 WALL 59 . 7404 1 PP1029 PKG. PANEL SANDSTONE (K) 21- 7 SSDWN6S25900000000 WALL 58 . 0992 1 PP1030 PKG. PANEL SANDSTONE (K) 20-11 1/2 SSDWN6S25150000000 WALL 56 . 3779 1 PP1031 PKG. PANEL SANDSTONE (K) 20- 4 SSDWN6S24400000000 WALL 54 . 6967 1 PP1032 PKG. PANEL SANDSTONE (K) 19- 8 1/2 SSDWN6S23650000000 WALL 53 . 0154 1 PP1033 PKG. PANEL SANDSTONE (K) 19- 1 SSDWN6S22900000000 WALL 51 . 3342 1 PP1034 PKG. PANEL SANDSTONE (K) 18- 5 1/2 SSDWN6S22150000000 WALL 49 . 6529 1 PP1035 PKG. PANEL SANDSTONE (K) 17-10 SSDWN6S21400000000 WALL 47 . 9717 1 PP1036 PKG. PANEL SANDSTONE (K) 17- 2 1/2 SSDWN6S20650000000 WALL 46 .2904 1 PP1037 PKG. PANEL SANDSTONE (K) 16- 7 SSDWN6S19900000000 WALL 44 . 6092 1 PP1038 PKG. PANEL ` L SANDSTONE (K) 15-11 1/2 SSDWN6S19150000000 WALL 42 . 9279 1 PP1039 PKG. PANEL SANDSTONE (K) 15- 4 SSDWN6S18400000000 WALL 41 .2467 1 PP1040 PKG. PANEL SANDSTONE (K) 14- 8 1/2 SSDWN6S17650000000 WALL 39 . 5654 1 PP1041 PKG. PANEL SANDSTONE (K) 14- 1 SSDWN6S16900000000 WALL 37 . 8842 1 PP1042 PKG. PANEL SANDSTONE (K) 13- 5 1/2 SSDWN6S16150000000 WALL 36 .2029 LIST BY DATE CHECKED BY DATE QHS/SMA 0 5-2 3-0 6 2 4 9 5 RECEIVED BY DATE PACKING LIST WORK ORDER NO. Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 1-7 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIPTO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENSBURY, NY DATE SHIPPED QTY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 1 PP1043 PKG. PANEL SANDSTONE (K) 12-10 SSDWN6S15400000000 WALL 34 .5217 1 PP1044 PKG. PANEL SANDSTONE (K) 12- 2 1/2 SSDWN6S14650000000 WALL 32 . 8404 1 PP1045 PKG. PANEL SANDSTONE (K) 11- 7 SSDWN6S13900000000 WALL 31.. 1592 1 PP1046 PKG. PANEL SANDSTONE (K) 10-11 1/2 SSDWN6S13150000000 WALL 29 . 4779 1 PP1047 PKG. PANEL SANDSTONE (K) 10- 4 SSDWN6S124000000a0 WALL 27 .7967 WIDTH GT PANEL-TYPE COLOR 1. SDS3 140- 0 N6 SDW PKG. SSTN 1 PP3001 PKG. PANEL SANDSTONE (K) 10- 4 SSDWN6S12400000000 WALL 27 .7967 1 PP3002 PKG. PANEL SANDSTONE (K) 10-11 1/2 SSDWN6S13150000000 WALL 29 . 4779 1 PP3003 PKG. PANEL SANDSTONE (K) 1- 7 SSDWN6S01900000000 WALL 4 .2592 1 PP3004 PKG. PANEL SANDSTONE (K) 3- 2 1/2 SSDWN6S03850000000 WALL 8 . 6304 1 PP3005 PKG. PANEL SANDSTONE (K) 4-10 SSDWN6S05800000000 WALL 13 . 0017 1 PP3006 PKG. PANEL SANDSTONE (K) 6- 5 1/2 SSDWN6S07750000000 WALL 17 .3729 1 PP3007 PKG. PANEL SANDSTONE (K) 8- 1 SSDWN6S09700000000 WALL 21 . 7442 1 PP3008 PKG. PANEL SANDSTONE (K) 10-10 7/16 SSDWN6S13044000000 WALL 29 .2397 1 PP3009 PKG. PANEL SANDSTONE (K) 10- 5 15/16 SSDWN6S12594000000 WALL 28 .231 1 PP3010 PKG. PANEL SANDSTONE (K) 12- 1 7/16 SSDWN6S14544000000 WALL 32 . 6022 LIST BY DATE CHECKED BY DATE QHS/SMA 0 5-2 3-0 6 2495 RECEIVED BY DATE 'PACKINGLIST WORK ORDER NO. Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 18 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIP TO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENSBURY, NY DATE SHIPPED QTY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 1 PP3011 PKG. PANEL SANDSTONE (K) 11-11 7/8 SSDWN6S14388000000 WALL 32 . 252 1 PP3012 PKG. PANEL SANDSTONE (K) 11- 7 3/8 SSDWN6S13938000000 WALL 31 .2432 1 PP3013 PKG. PANEL SANDSTONE (K) 11- 2 7/8 SSDWN6S13488000000 WALL 30 .2345 1 PP3014 PKG. PANEL SANDSTONE (K) 10- 3 7/16 SSDWN6S12344000000 WALL 27 . 6706 1 PP3015 PKG. PANEL SANDSTONE (K) 8- 8 9/16 SSDWN6S10456000000 WALL 23 . 4394 1 PP3016 PKG. PANEL SANDSTONE (K) 7- 1 1/16 SSDWN6S08506000000 WALL 19 . 0682 1 PP3017 PKG. PANEL SANDSTONE (K) 5- 5 9/16 SSDWN6S06556000000 WALL 14 . 6969 1 PP3018 PKG. PANEL SANDSTONE (K) 3-10 1/16 SSDWN6SO4606000000 WALL 10 . 3257 1 PP3019 PKG. PANEL SANDSTONE (K) 2- 2 9/16 SSDWN6S02656000000 WALL 5 . 9544 62 MA125 1/8 X 1 1/4 X 30 ' MASTIC UNPAINTED UNPAINTED 3 . 5 28 MATUB CAULK (COVERS 20 ' ) SHELL WHITE CAULK 1 . 0 158 NG101 STS INSIDE RUBBER PLUG UNPAINTED UNPAINTED 0 . 02 2 NLP1 STAR PEAK SIGN UNPAINTED UNPAINTED 0 . 7 201 NG73 SDW OUTSIDE RUBBER FILLER STRIP UNPAINTED UNPAINTED 0 . 19 35 POP POP RIVET 1/8 UNPAINTED UNPAINTED 0 . 001 100 POPAL POP RIVET 3/16 UNPAINTED UNPAINTED 0 . 001 LIST BY DATE CHECKED BY DATE QHS/SMA 05-23-06 2495 RECEIVED BY DATE PACKING LIST At WORK ORDER NO. �+ Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 19 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIP TO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENSBURY, NY DATE SHIPPED CITY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 51 SD125 12-14 X 1 1/4 SD SCREW, W/O WASH SANDSTONE (K) WALL TRIM 0 . 0118 1705 SD125A 12-14 X 1 1/4 SD SCREW, W/0 WASH GALM/ALUMZINC SCREW 0 . 0118 5900 SD1415 1/4-14 X 1 1/2 SD SCREW W/O WASH GALM/ALUMZINC SCREW 0 . 0202 5100 SD150 12-14 X 1-1/2 SD SCREW, W/0 WASH SANDSTONE (K) WALL 0 . 0136 993 SD150A 12-14 X 1-1/2 SD SCREW, W/O WASH CLASSIC GREEN (K) WALL1 0 . 0136 500 SD50 8-18 X 1/2 SD SCREW, W/O WASH CLASSIC GREEN (K) EAVE TRIM 0 . 0036 260 SD50A 8-18 X 1/2 SD SCREW, W/O WASH CLASSIC GREEN (K) CORNER TRIM 0 . 0036 612 SD50B 8-18 X 1/2 SD SCREW, W/O WASH CLASSIC GREEN (K) RAKE TRIM 0 . 0036 405 SD87C 1/4-14 X 7/8 SD SCREW, W/O WASH CLASSIC GREEN (K) WALL1 0 . 0109 1800 SD87 1/4-14 X 7/8 SD SCREW, W/O WASH SANDSTONE (K) WALL 0 . 0109 664 SDW150 12-14 X 1 1/2 SD SCREW, WASHER STAINLESS STEEL ROOF TRIM2 0 . 02 1777 SDW150A 12-14 X 1 1/2 SD SCREW, WASHER STAINLESS STEEL ROOF1 0 . 02 1330 SDW150B 12-14 X 1 1/2 SD SCREW, WASHER STAINLESS STEEL ROOF TRIM2 0 . 02 1400 SDW87 1/4-14 X 7/8 SD SCREW, WASHER STAINLESS STEEL ROOF TRIM2 0 . 01 158 NG100 STS OUTSIDE METAL RIB FILLER GALM/ALUMZINC ROOF TRIM 1 .275 2 NL23L GABLE END CAP (ROLLED) CLASSIC GREEN (K) RAKE TRIM 0 . 19 LIST BY DATE CHECKED BY DATE QHS/SMA 0 5-2 3-0 6 2 4 9 5 RECEIVED BY DATE PACKING LIST WORK ORDER NO. Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 20 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIPTO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENS BURY, NY DATE SHIPPED OTY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 2 NL23R GABLE END CAP (ROLLED) CLASSIC GREEN (K) RAKE TRIM 0 . 19 2 NL3 PEAK BOX >1 : 12 - 4 : 12 (ROLLED) CLASSIC GREEN (K) RAKE TRIM 0 . 88 316 N 50 STS SPLICE PLATE 4 HOLES GALM/ALUMZINC ROOF 0 .44 158 N 54 STS PANEL SPLICE CLIP UNPAINTED UNPAINTED 4 . 0 158 N 55 STS SPLICE CLIP UNPAINTED UNPAINTED 1 .75 115 N 56 STS START/FINISH PANEL CLIP UNPAINTED UNPAINTED 0 . 05 632 NQ58 STS SPACER BLOCK UNPAINTED UNPAINTED 0 . 03 160 N 59 STS ALIGNMENT STRIP UNPAINTED GALV UNPAINTED 1 . 45 2540 N 64 STS PANEL CLIP 1" S.O. (STANDARD) UNPAINTED UNPAINTED 0 . 74 6 NB60 STS EW TRANSITION FLASH CALM/ALUMZINC 20- 2 ROOF TRIM1 22 .2338 23 NB4 SDW/SMK BASE FLASH CLASSIC GREEN (K) 20- 2 BASE TRIM 7 .2569 3 NC1 SDW OUTSIDE CORNER FLASH CLASSIC GREEN (K) 20- 2 CORNER TRIM 15 . 2857 16 NG11 STS BASIC EAVE TRIM 2 : 12 CLASSIC GREEN (K) 20- 2 EAVE TRIM 15 .4401 4 NG12 STS BASIC EAVE TRIM 2 : 12 CLASSIC GREEN (K) 0- 6 EAVE TRIM 0 . 3828 114 NG70 SDW OUTSIDE METAL RIB FILLER CLASSIC GREEN (K) EAVE TRIM 0 .4 2 NL15 STS PEAK BOX CAP 2 : 12 1 1/4 WALL CLASSIC GREEN (K) RAKE TRIM 0 .7319 LIST BY DATE CHECKED BY DATE QHS/SMA 0 5-2 3-0 6 2 4 9 5 RECEIVED BY DATE PACKINGLIST WORK ORDER NO. Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 21 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIP TO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENS BURY, NY DATE SHIPPED QTY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 4 NL25 BIRD STOP LOW EAVE (ROLLED) CLASSIC GREEN (K) 0- 6 RAKE TRIM 0 . 0842 4 NL58L STS GABLE FLASH (ROLLED) CLASSIC GREEN (K) 20- 2 RAKE TRIM 24 .241 4 NL58R STS GABLE FLASH (ROLLED) CLASSIC GREEN (K) 20- 2 RAKE TRIM 24 .241 15 NL63 GABLE SUPPORT ZEE SHELL WHITE 10- 2 MISC 2 . 5687 2 N 11 STS RIDGE END SKIRT 2/12 GALM/ALUMZINC RIDGE TRIM1 1 . 3175 4 N 125 STS START PANEL "WOS" GALM/ALUMZINC 20- 3 (H=11, 7/8 W= 1- 2, ) ROOF TRIM1 48 . 7856 4 N 126 STS FINISH PANEL "WOS" GALM/ALUMZINC 20- 3 (H=11, 7/8 W= 1- 2 , ) ROOF TRIM1 48 . 7856 8 N 2 STS RIDGE COVER 2 : 12 GALM/ALUMZINC 20- 2 RIDGE TRIM 33 . 7624 ' 2 N 7 STS RIDGE COVER END 2 : 12 GALM/ALUMZINC RIDGE TRIM1 2 . 0616 2 NS1 "J" FLASH 1 1/4 CLASSIC GREEN (K) 10- 8 FRAMED OPENING 3 . 3483 1 NS10 "J" FLASH 2 1/4 CLASSIC GREEN (K) 12- 5 1/2 FRAMED OPENING 4 . 96 1 NS10A "J" FLASH 2 1/4 SANDSTONE (K) 3- 5 1/2 WALL TRIM' 1 . 3768 1 NS10B "J" FLASH 2 1/4 CLASSIC GREEN (K) 10- 5 1/2 FRAMED OPENING 4 . 1637 2 NS1A "J" FLASH 1 1/4 SANDSTONE (K) 7- 2 WALL TRIM 2 .2497 2 NS1B "J" FLASH 1 1/4 CLASSIC GREEN (K) 9- 2 FRAMED OPENING 2 . 8775 1 NS1C "J" FLASH 1 1/4 CLASSIC GREEN (K) 20- 2 CORNER TRIM 6 . 3304 LIST BY DATE CHECKED BY DATE QHS/SMA 0 5-2 3-0 6 2 4 9 5 RECEIVED BY DATE PACKING LIST WORK ORDER NO. _,a Star Building Systems 11-B- 47100-2-33 n a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 22 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIPTO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENS BURY, NY DATE SHIPPED QTY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 2 NS46A CHANNEL CLOSURE, 8 5/8 CLASSIC GREEN (K) 10- 9 3/8 FRAMED OPENING 10 . 6482 1 NS46B CHANNEL CLOSURE, 8 5/8 CLASSIC GREEN (K) 12- 6 3/4 FRAMED OPENING 12 . 4074 2 NS46C CHANNEL CLOSURE, 8 5/8 CLASSIC GREEN MY 9- 3 3/8 FRAMED OPENING 9 . 1667 1 NS46D CHANNEL CLOSURE, 8. 5/8 CLASSIC GREEN (K) 10- 6 3/4 FRAMED OPENING 10 .4321 35 NG3 SDW FLAT EAVE TRIM SANDSTONE (K) EAVE TRIM1 '1 . 5475 5 FS41 41 9/16 -FLAT SHEET SANDSTONE (K) 20- 0 WALL TRIM 50 . 9141 9 V60 ANGLE 5 1/2 X 1-0 3/4 UNPAINTED 15- 6 GALV UNPAINTED 102 . 94 7 N 43 STS EXPANSION JOINT CAP FLASH GALM/ALUMZINC 20- 2 ROOF TRIM 7 . 8745 50 NG74 SDW INSIDE RUBBER FILLER STRIP UNPAINTED UNPAINTED 0 . 19 8 NP53 RIDGE INSUL. FLASH 1/2 : 12 - 4 : 12 SHELL WHITE 20- 0 MISC 41 . 65 1 SPEC 3070 PRE-ASSEMBLED WALK DOOR UNPAINTED SPEC. UNPAINTED 270 . 0 3 N 141 STS EXP.. FINISH PANEL "WOS" GALM/ALUMZINC 20- 3 (H= 5 1/8 W= 7 1/4) ROOF TRIM1 48 . 7856 1 N 141A STS EXP. FINISH PANEL "WOS" GALM/ALUMZINC 20- 3 (H= 6 5/8 W= 8 3/4) ROOF TRIM1 48 .7856 4 N 142 STS EXP. START PANEL "WOS" GALM/ALUMZINC 20- 3 (H= 6 5/8 W= 8 3/4) ROOF TRIM1 48 . 7856 6 N 44 STS EXPANSION JOINT END CAP GALM/ALUMZINC ROOF TRIM 0 .2546 2 XF5YL GABLE FLASH CLASSIC GREEN (K) 20- 2 " RAKE TRIM 27 .4834 LIST BY DATE CHECKED BY DATE QHS/SMA 0 5-2 3-0 6 2 4 9 5 RECEIVED BY DATE PACKING/IST WORK ORDER NO. ".— Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 23 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIPTO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENSBURY, NY DATE SHIPPED QTY MARK DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 1 XF5YR GABLE FLASH ICLASSIC GREEN (K`) 20- 2 RAKE TRIM 27 .4834 7 XF6Y TRANSITION FLASH GALM/ALUMZINC 20- 2 ROOF TRIM 134329 1 XF7Y TRANSITION FLASH CLASSIC GREEN (K) 4- 0 1/4 RAKE TRIM 5 . 6797 1 XF8Y TRANSITION FLASH CLASSIC GREEN (K) 2- 6 RAKE TRIM ."-2 . 4883 LIST BY DATE CHECKED BY DATE RECEIVED BY DATE QHS/SMA 0 5-2 3-0 6 2495 PACKING'LIST WORK ORDER NO. A= Star Building Systems 11-B- 47100-2-33 a Robertson Ceco company RELEASE#-VERSION-REVISION PAGE 24 P.O.Box 94910, OKLAHOMA CITY,OK 73143 Phone(405)636-2010 0-13 CUSTOMER SCHERMERHORN SHIP TO GO-KART ADVENTURES SHIPPED VIA CONSTRUCTION LLC ADDRESS QUEENSBURY, NY ADDRESS QUEENSBURY, NY DATE SHIPPED QTY MARK DESCRIPTION COLOR LENGTH GALV ANID. CODE WEIGHT TOTAL STRUCTURAL WEIGHT 115805 TOTAL COLD FORM WEIGHT 40834 TOTAL SHEET FORMING WEIGHT 34964 TOTAL SHEET METAL WEIGHT 2812 TOTAL STOCK ROOM WEIGHT 5954 TOTAL BUY-OUT WEIGHT 270 TOTAL WEIGHT 200639 STRUCTURAL TONS 78 .3 SHEET TONS 18 .9 OTHER TONS 3 BUYOUT TONS 0 . 1 TOTAL TONS 100 .3 LIST BY DATE CHECKED BY DATE RECEIVED BY DATE QHS/SMP, 0 5-2 3-0 6 2495 s , RC ° v eo Star Building Systems TOWN BUlLD0F QUEENSgU P.O.Box City,ma 94910 OK 8/17/2005 rev1 NG AND CODE Y Okla(405)636 20 073143 1-800-879-7827 FAX(405)636-2419 Engineering Data 1) This structural design data includes magnitude and location of design loads and support conditions, material properties, and type and size of major structural members necessary to show compliance with the Order Documents at the time of this mailing. Final detailing has not been completed. Location of structural members may change during detailing. Any change to building loads or dimensions can change structural member sizes and locations shown here. This structural design data will be superseded and voided by any future mailing. Please check with your Star Builder Service Representative. 2) The reactions provided with this engineering data or with the F (anchor bolt) drawings has been created with the following layout(unless noted otherwise). a) Reactions are provided in two tables. The"Load Group"table provides the reactions for each load group. The"Maximum Reaction"table provides the maximum reactions for gravity, wind, and earthquake (seismic) load combinations that were used in the design of the anchor bolts. b) Rigid Frames (1) Gabled Buildings (a) Left and Right columns are determined as if viewing the left side of the building, as shown on the anchor bolt drawing, from the outside of the building. (b) Interior columns are spaced from left side to right side. (2) Single Slope Buildings (a) Left column is the low side column. (b) Right column is the high side column. (c) Interior columns are spaced from low side to high side. c) Endwalls (1) Left and Right columns are determined as if viewing the wall from the outside. (2) Interior columns are spaced from left to right. d) Anchor bolt size is determined by shear and tension at the bottom of the base plate. Bolt spacing will generally require the use of a bearing angle, or other means of shear transfer to the concrete. The length of the anchor bolt and method of load transfer to the foundation are to be determined by the foundation engineer. e) X-Bracing (1) Rod Bracing reactions have been included in values shown in the reaction tables. (2) For IBC and UBC based building codes, when x-bracing is present in the sidewall, individual longitudinal seismic loads (LEQ)do not include the amplification factor, S2o. (3) For IBC and UBC based building codes,when x-bracing is present in the endwall, individual transverse seismic loads (EQ)do not include the amplification factor, Q0. co,r 6�b�j� t? au L ' WFM 4/27/0 8600S. I-35, Oklahoma City, OK 73149 7 7 � s Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/27/06 PAGE: 27-3 8600 S. I-35, Oklahoma City, OK 73149 srlo 140./13./20. 20./90./7 JOB NAME:47100A FILE:FraA27.fra SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #27 LOCATION:frame lines 2-7 NOTES: (1) All reactions are in kips and kip-ft. TIME:12:22:04 (2) The seismic overstrength factor (Omega) is not included in the 11LEQ11 Load Group reactions. Seismic "BASE-ONLY" combination reactions include an overstrength factor of: 2.000 REACTION NOTATIONS HL-•�f �f HR VL VR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 10.OX36.OXO.375 10.OX36.OXO.375 ANC. BOLTS (10)-1 1/4 (10)-1 1/4 LOAD GROUP HL VL LL HR VR LR DL 12.1 9.9 0.0 -12.1 10.0 0.0 COLL 11.0 8.4 0.0 -11.0 8.4 0.0 PAR1 44.6 52.1 0.0 -44.8 16.5 0.0 PAR2 44.6 16.5 0.0 -44.6 52.1 0.0 SNOW 69.4 68.6 0.0 -89.4 68.6 0.0 LL 36.5 28.0 0.0 -3G.Sj 28.0 0.0 LEQ 0.3 -3.6 -5.5 -0.3 -3.6 -5.5 EQ -4.0 -0.6 0.0 -4.0 0.6 0.0 WL1 -15.2 -13.1 0.0 13.3 -10.9 0.0 WL2 -8.2 -6.9 0.0 6.2 -4.6 0.0 LWL1 -13.5 -15.2 -2.4 14.6 -12.6 -2.4 LWL2 -14.6 -12.6 -2.4 13.5 -15.2 -2.4 WL3 -13.3 -10.9 0.0 15.2 -13.1 0.0 WL4 -6.2 -4.6 0.0 8.1 -6.9 0.0 RS 86.1 42.5 0.0 -86.1 89.7 0.0 LS 86.3 89.7 0.0 -86.3 42.5 0.0 LOAD GROUP DESCRIPTION DL Roof Dead Load COLL Roof Collateral Load PAR1 Partial Load [PARxx] PAR2 Partial Load [PARxx] SNOW Roof Snow Load LL Roof Live Load LEQ Longitudinal Seismic Load [located in perp. plane] EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load LWL2 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load RS Unbalanced Right Roof Snow Load LS Unbalanced Left Roof Snow Load WFM 4/27/06 38 s Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/27/06 PAGE: 27-4 8600 S. I-35, Oklahoma City, OK 73149 srlo 140./13./20. 20./90./7 JOB NAME:47100A FILE:FraA27.fra MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #27 LOCATION:frame lines 2-7 NOTES: (1) All reactions are in kips and kip-ft. TIME:12:22:04 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. it is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. (3) The seismic overstrength factor (Omega) is not included in the "LEQ" Load Group reactions. Seismic "BASE-ONLY" combination reactions include an overstrength factor of: 2.000 REACTION NOTATIONS vv v¢ HL f HR I i VL VR LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 10.OX36.OXO.375 10.OX36.OXO.375 ANC. BOLTS (10)-1 1/4 (10)-1 1/4 LOAD COMB HL I VL I LL HR I VR I LR GRAVITY LOAD COMBINATION 3 112.5 86.9 0.0 -112.5 87.0 0.0 62 109.3 108.0 0.0 -109.3 60.9 0.0 49 109.1 60.8 0.0 -109.1 108.1 0.0 WIM LOAD COMBINATION 42 108.4 83.9 0.0 -107.21 82.5 0.0 25 -7.7 -7.2 0.0 5.2 -4.2 0.0 68 105.3 105.0 0.0 -104.0 56.4 0.0 27 -5.4 -9.9 -3.2 6.9 -6.4 -3.2 29 -5.2 -4.2 0.0 7.7 -7.1 0.0 38 107.2 82.4 0.0 -10S.4 84.0 0.0 51 103.8 56.3 0.0 -105.1 105.1 0.0 28 -6.9 -6.5 -3.2 5.4 -9.8 -3.2 TRANSVERSE EARTHQUAKE LOAD COMBINATION 21 45.1 33.41 0.0 -39.11 32.6 0.0 20 1 39.11 32.51 0.0 -45.11 33.51 0.0 LONGITUDINAL EARTHQUAKE LOAD COMBINATION 9 42.5 30.4 -3.9 -42.1 30.5 -3.9 5 10.5 5.9 -3.9 -10.4 5.9 -3.9 10 42.1 30.4 -3.9 -42,5 30.5 -3.9 •BASE-ONLY" EARTHQUAKE LOAD COMBINATION 23 1 10.61 1.1 -11.0 -10.51 1.1 -11.0 24 10.5 1.1 -11.0 -10.6 1.1 -11.0 WFM 4/27/06 39 Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/27/06 PAGE: 27-5 8600 S. i-35, Oklahoma City, OK 73149 srlo 140./13./20. 20./90./7 JOB NAME:47100A FILE:FraA27.fra MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #27 LOCATION:frame lines 2-7 NOTES:(1) All reactions are in kips and kip-ft. TIME:12:22:04 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include maVnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. (3) The seismic overstrength factor (Omega) is not included in the "LEQ" Load Group reactions. Seismic "BASE-ONLY" combination reactions include an overstrength factor of: 2.000 REACTION NOTATIONS LOAD COMBINATION DESCRIPTION 3 DL +COLL +SNOW 5 0.8487DL +0.7143LEQ 9 1.0513DL +1.0513COLL +0.2SNOW +0.7143LEQ 10 1.0513DL +1.0513COLL +0.2SNOW +0.7143LEQ 20 1.0513DL +1.0513COLL +0.2SNOW +0.7143EQ 21 1.0513DL +1.0513COLL +0.2SNOW -0.7143EQ 23 0.8282DL +2.LEQ 24 0.8282DL +2.LEQ 25 DL +1.3WL1 27 DL +1.3LWL1 26 DL +1.3LWL2 29 DL +1.3WL3 38 DL +COLL +SNOW. +0.65WL2 42 DL +COLL +SNOW +0.65WL4 49 DL +COLL +RS 51 DL +COLL +RS +0.65WL2 62 DL +COLL +LS 68 DL +COLL +LS +0.65WL4 WFM 4/27/06 40 Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/27/06 PAGE: 8-3 8600 S. I-35, Oklahoma City, OK 73149 srlo 140./13./19.417 20./90 JOB NAME:47100A FILE:FraA8.fra SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #08 LOCATION:frame lines 8 NOTE: All reactions are in kips and kip-ft. TIME:12:22:56 REACTION NOTATIONS HL HR VL iVR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 10.OX36.OXO.375 10.OX36.OXO.375 ANC. BOLTS (10)-1 1/4 (10)-1 1/4 LOAD GROUP HL I VL LL HR I VR LR DL 11.6 9.6 0.0 -11.6 9.6 0.0 COLL 10.6 8.2 0.0 -10.6 8.2 0.0 PAR1 43.4 50.6 0.0 -43.4 16.0 0.0 PAR2 43.4 16.0 0.0 -43.4 50.6 0.0 SNOW 86.8 66.6 0.0 -86.8 66.6 0.0 LL 35.4 2.7.2 0.0 -35.4 27.2 0.0 EQ -3.9 -0.6 0.0 -3.9 0.6 0.0 WL1 -14.8 -12.8 0.0 12.9 -10.5 0.0 WL2 -7.9 -6.7 0.0 6.0 -4.5 0.0 LWL1 -13.2 -13.2 0.0 14.3 -10.7 0.0 LWL2 -14.3 -10.7 0.0 13.2 -13.2 0.0 WL3 -12.9 -10.5 0.0 14.8 -12.8 0.0 WL4 -6.0 -4.5 0.0 7.9 -6.7 0.0 RS 1 83.7 41.3 0.0 -83.7 87.1 0.0 LS 83.6 87.1 0.0 -83.6 41.3 0.0 DSNW 3.6 4.9 0.0 -3.6 1.9 0.0 LOAD GROUP DESCRIPTION DL Roof Dead Load COLL Roof Collateral Load PAR1 Partial Load [PARxx] PAR2 Partial Load [PARxx] SNOW Roof Snow Load LL Roof Live Load EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load LWL2 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load RS Unbalanced Right Roof Snow Load LS Unbalanced Left Roof Snow Load DSNW DRIFTING SNOW WFM 4/27/06 43 Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/27/06 PAGE: 8-4 8600 S. i-35, Oklahoma City, OK 73149 srlo 140./13./19.417 20./90 JOB NAME:47100A FILE:FraAB.fra MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #08 LOCATION:frame lines 8 NOTES: (1) All reactions are in kips and kip-ft. TIME:12:22:56 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. REACTION NOTATIONS HL r- H1JRR �VL tVR LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 10.0X36.0X0.375 l0.0X36.0X0.375 ANC. BOLTS (10)-1 1/4 (10)-1 1/4 LOAD COMB HL I VL I LL HR I VR I LR GRAVITY LOAD COMBINATION 67 112,7 89.3 0.0 -112,7 86.3 0.0 54 105.9 104.8 0.0 -105.9 59.0 0.0 41 105.9 59.0 0.0 -105.9 IP4.Sj 0.0 WIND LOAD COMBI NATION 73 108.8 86.4 0.0 -107.6 81.9 0.0 17 -7.6 -7.0 0.0 5.2 -4.1 0.0 60 102.0 101.9 0.0 -100.8 54.7 0.0 19 -5.5 -7.6 0.0 7.0 -4.3 0.0 21 -5.2 -4.1 0.0 7.6 -7.0 0.0 69 107.6 84.91 0.0 -108.81 83.4 0.0 43 100.8 154.7 0.0 -102.0 101.9 0.0 20 -7.0 -4.31 0.01 5.5 -7.61 0.0 TRANSVERSE EARTHQDAKE LOAD COMBINATION 15 43.71 32.41 0.0 -37.81 31.51 0.0 14 37.81 31.G1 0.0 -43.71 32.41 0.0 LOAD COMBINATION DESCRIPTION 14 1.0513DL +1.0513COLL +0.2SNOW +0.7143EQ 15 1.0513DL +1.0513COLL +0.2SNOW -0.7143EQ 17 DL +1.3WL1 19 DL +1.3LWL1 20 DL +1.3LWL2 21 DL +1.3WL3 41 DL +COLL +RS 43 DL +COLL +RS +0.65WL2 54 DL +COLL +LS 60 DL +COLL +LS +0.65WL4 67 DL +COLL +SNOW +DSNW 69 DL +COLL +SNOW +0.65WL2 +DSNW 73 DL +COLL +SNOW +0.65WL4 +DSNW WFM 4/27/06 44 Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/27/06 PAGE: 10-3 8600 S. I-35, Oklahoma City, OK 73149 srhi 48./14.833/10.583 20./ JOB NAME:47100B FILE:FraB10.fra SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #10 LOCATION:frame lines 10 NOTE: All reactions are in kips and kip-ft. TIME:12:32:01 REACTION NOTATIONS HL- -• HR VL I VR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE S.OX9.OXO.375 8.OX9.OXO.375 ANC. BOLTS (4)-3/4 (4)-3/4 LOAD GROUP HL VL LL HR VR LR DL 0.6 1.6 0.0 -0.6 1.5 0.0 COLL 0.7 1.5 0.0 -0.7 1.5 0.0 PAR1 2.7 9.5 0.0 -2.7 3.0 0.0 PAR2 2.7 3.0 0.0 -2.7 9.5 0.0 SNOW 5.3 12.5 0.0 -5.3 12.4 0.0 LL 2.2 5.1 0.0 -2.2 5.1 0.0 EQ -0.7 -0.4 0.0 -0.7 0.4 0.0 WL1 -2.4 -3.9 0.0 0.1 -2.7 0.0 WL2 -2.3 -2.8 0.0 0.0 -1.5 0.0 LWL1 -0.2 -3.3 0.0 0.8 -2.8 0.0 LWL2 -0.8 -2.8 0.0 0.2 -3.3 0.0 WL3 -0.1 -2.7 0.0 2.4 -3.9 0.0 WL4 0.0 -1.6 0.0 2.3 -2.8 0.0 RS 5.2 7.6 0.0 -5.2 18.6 0.0 LS 5.2 18.6 0.0 -5.21 7.5 0.0 DSNW 1.4 11.4 0.0 -1.41 1.3 0.0 LOAD GROUP DESCRIPTION DL Roof Dead Load COLL Roof Collateral Load PAR1 Partial Load [PARxx] PAR2 Partial Load [PARxx] SNOW Roof Snow Load LL Roof Live Load EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load LWL2 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load ,WL4 Lateral Primary Wind Load RS Unbalanced Right Roof Snow Load LS Unbalanced Left Roof Snow Load DSNW DRIFTING SNOW WFM 4/27/06 47 Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/27/06 PAGE: 10-4 8600 S. I-35, Oklahoma City, OK 73149 srhi 48./14.833/10.583 20./ JOB NAME:47100B FILE:FraB10.fra MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #10 LOCATION:frame lines 10 NOTES: (1) All reactions are in kips and kip-ft. TIME:12:32:01 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. REACTION NOTATIONS HL HR 1 VL VR LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8.OX9.0X0.375 8.0X9.0X0.375 ANC. BOLTS (4)-3/4 (4)-3/4 LOAD COMB HL VL LL HR I VR I LR GRAVITY LOAD COMBINATION 67 1 8.01 26.9 0.0 -8.01 16.8 0.0 41 1 6.41 10.71 0.0 -6.41 21.61 0.0 WIND LOAD COMBINATION 73 8.0 25.9 0.0 -6.5 15.0 0.0 17 -2.5 -3.5 0.0 -0.5 -1.9 0.0 21 0.5 -1.9 0.0 2.5 -3.5 0.0 69 6.5 25.1 0.0 -8.0 15.8 0.0 43 4.9 8.9 0.0 -6.4 20.6 0.0 TRANSVERSE EARTHQUAKE LOAD COMBINATION 15 2.9 6.1 0.0 -1.8 5.4 0.0 6 0.0 1.0 0.0 -1.0 1.6 0.0 7 1.0 1.7 0.0 0.0 1.0 0.0 14 1.8 S.41 0.0 -2.9 LOAD COMBINATION DESCRIPTION 6 0.8487DL +0.7143EQ 7 0.8487DL -0.7143EQ 14 1.0513DL +1.0513COLL +0.2SNOW +0.7143EQ 15 1.0513DL +1.0513COLL +0.2SNOW -0.7143EQ 17 DL +1.3WL1 21 DL +1.3WL3 41 DL +COLL +RS 43 DL +COLL +RS +0.65WL2 67 DL +COLL +SNOW +DSNW 69 DL +COLL +SNOW +0.65WL2 +DSNW 73 DL +COLL +SNOW +0.65WL4 +DSNW WFM 4/27/06 48 1 t Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/27/06 PAGE: 14-3 8600 S. I-35, Oklahoma City, OK 73149 srhi 48./14.833/19.417 20./ JOB NAME:47100B FILE:FraBl4.fra SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #14 LOCATION:frame lines 11,12,13,14 NOTES: (1) All reactions are in kips and kip-ft. TIME:12:32:48 (2) The seismic overstrength factor (Omega) is not included in the 11LEQ" Load Group reactions. Seismic "BASE-ONLY" combination reactions include an overstrength factor of: 2.000 REACTION NOTATIONS v4 HL�� I f HR VL VR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8.OX9.OXO.375 8.OX9.OXO.375 ANC. BOLTS (4)-3/4 (4)-3/4 LOAD GROUP HL VL LL HR VR LR DL 1.0 2.6 0.0 -1.0 2.5 0.0 COLL 1.2 2.9 0.0 -1.2 2.9 0.0 PAR1 5.1 17.9 0.0 -5.1 5.6 0.0 PAR2. 5.1 5.6 0.0 -5.1 17.9 0.0 SNOW 10.2 23.5 0.0 -10.2 23.5 0.0 LL 4.2 9.6 0.0 -4.2 9.6 0.0 LEQ 0.0 0.0 0.0 0.0 -4.5 -6.1 EQ -1.3 -0.8 0.0 -1.3 0.8 0.0 WL1 -3.1 -5.2 0.0 0.1 -3.8 0.0 WL2 -2.9 -3.1 0.0 -0.1 -1.6 0.0 LWL1 -0.1 -4.5 0.0 0.7 -5.7 -2.4 LWL2 -0.7 -3.9 0.0 0.1 -6.2 -2.4 WL3 0.0 -3.8 0.0 3.0 -5.2 0.0 WL4 0.1 -1.6 0.0 2.9 -3.1 0.0 RS 9.8 14.3 0.0 -9.8 35.1 0.0 LS 9.8 35.1 0.0 -9.8 14.3 0.0 DSNW 1.6 16.31 0.0 -1.6 1.4 0.0 LOAD GROUP DESCRIPTION DL Roof Dead Load COLL Roof Collateral Load PAR1 Partial Load [PARxx] PAR2 Partial Load [PARxx] SNOW Roof Snow Load LL Roof Live Load LEQ Longitudinal Seismic Load [located in perp. plane] EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load LWL2 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load RS Unbalanced Right Roof Snow Load LS Unbalanced Left Roof Snow Load DSNW DRIFTING SNOW WFM 4/27/06 51 Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/27/06 PAGE: 14-4 8600 S. I-35, Oklahoma City, OK 73149 srhi 48./14.833/19.417 20./ JOB NAME:47100B FILE:FraBl4.fra MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #14 LOCATION:frame lines 11,12,13,14 NOTES: (1) All reactions are in kips and kip-ft. TIME:12:32:48 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. (3) The seismic overstrength factor (Omega) is not included in the 11LEQ11 Load Group reactions. Seismic "BASE-ONLY" combination reactions include an overstrength factor of: 2.000 REACTION NOTATIONS v4. HL--� �Z HR VL VR LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8.OX9.OXO.375 8.OX9.OXO.375 ANC. BOLTS (4)-3/4 (4)-3/4 LOAD COMB HL VL LL HR I VR I LR GRAVITY LOAD COMBINATION 75 14.0 45.3 0.0 -14.01 30.3 0.0 49 1 12.11 19.81 0.0 -12.11 40.5 0.0 WIM LOAD COMBINATION 81 14.11 44.31 0.0 -12.1 28.3 0.0 25 -3.0 -4.21 0.0 -0.9 -2.4 0.0 29 0.9 -2.3 0.0 3.0 -4.3 0.0 77 12.1 43.3 0.0 -14.1 29.2 0.0 51 10.2 17.7 0.0 -12.1 39.5 0.0 28 0.0 -2.5 0.0 -0.9 -5.6 -3.1 27 0.9 -3.2 0.0 0.0 -4.9 -3.1 TRANSVERSE EARTHQUAKE LOAD COMBINATION 21 5.4 11.0 0.0 -3.4 9.8 0.0 12 -0.1 1.7 0.0 -1.8 2.7 0.0 13 1.8 2.8 0.0 0.1 1.6 0.0 20 3.4 9.9 0.0 -5.3 11.0 0.0 LONGITUDINAL EARTHQUAKE LOAD COMBINATION 9 4.4 10.5 0.0 -4.3 7.1 -4.4 10 14.31 10.41 0.0 -4.4 7.2 -4.4 5 1 0.81 2.21 0.0 -0.8 -1.1 -4.4 -WISE-ONLY- EARTHQUAKE LOAD COMBINATION 23 0.91 2.2 0.0 -0.8 -7.0 -12.2 24 0.8 2.2 0.0 -0.9 -7.0 -12.2 WFM 4/27/06 52 Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/27/06 PAGE: 14-5 8600 S. I-35, Oklahoma City, OK 73149 srhi 48./14.833/19.417 20./ JOB NAME:47100B FILE:FraB14.fra MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #14 LOCATION:frame lines 11,12,13,14 NOTES: (1) All reactions are in kips and kip-ft. TIME:12:32:48 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. (3) The seismic overstrength factor (Omega) is not included in the "LEQ" Load Group reactions. Seismic "BASE-ONLY" combination reactions include an overstrength factor of: 2.000 REACTION NOTATIONS LOAD COMBINATION DESCRIPTION 5 0.8487DL +0.7143LEQ 9 1.0513DL +1.0513COLL +0.2SNOW +0.7143LEQ 10 1.0513DL +1.0513COLL +0.2SNOW +0.7143LEQ 12 0.8487DL +0.7143EQ 13 0.8487DL -0.7143EQ 20 1.0513DL +1.0513COLL +0.2SNOW +0.7143EQ 21 1.O513DL +1.0513COLL +0.2SNOW -0.7143EQ 23 0.8282DL +2.LEQ 24 0.8282DL +2.LEQ 25 DL +1.3WL1 27 DL +1.3LWL1 28 DL +1.3LWL2 29 DL +1.3WL3 49 DL +COLL +RS 51 DL +COLL +RS +0.65WL2 75 DL _+LOLL +SNOW +DSNW 77. DL +COLL +SNOW +0.65WL2 +DSNW 81 DL +COLL +SNOW +0.65WL4 +DSNW WFM 4/27/06 53 Star Building Systems FRAME DESCRIPTION: USER NAME:pjohnson DATE: 5/16/06 PAGE: 1-2 8600 S. I-35, Oklahoma City, OK 73149 smts 100./10./4. 20./90./70 JOB NAME:47100D FILE:FraDGI.fra SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #01 LOCATION:frame lines 1-2 NOTES:(1) All reactions are in kips and kip-ft. 1\ TIME:16:58:55 (2) The seismic overstrength factor (Omega) is not included in the "LEQ" Load Group reactions. Seismic "BASE-ONLY" combination reactions include an overstrength factor of: 2.000 REACTION NOTATIONS HL-- f HR tVL �Vl tV2 �VR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 INTERIOR COLUMN 2 BASE PLATE 10.OX9.25XO.375 10.OX9.75XO.375 8.OX14.OXO.375 8.OX14.OXO.375 ANC. BOLTS (4)-3/4 (4)-3/4 (4)-3/4 (4)-3/4 LOAD GROUP HL VL LL HR VR LR H1 V1 L1 H2 V2 L2 DL 0.1 0.9 0.0 -0.1 0.7 0.0 0.0 2.0 0.0 0.0 1.3 0.0 LE COLL 0.1 0.4 0.0 -0.1 0.2 0.0 0.0 1.1 0.0 0.0 0.7 0.0 PSL1 0.8 3.7 0.0 -0.8 0.8 0.0 0.0 4.8 0.0 0.0 -1.5 0.0 PSL2 -0.7 -0.7 0.0 0.7 -1.3 0.0 0.0 4.6 0.0 0.0 5.2 0.0 PSL3 0.4 0.1 0.0 -0.4 2.0 0.0 0.0 -0.3 0.0 0.0 2.0 0.0 PLL1 0.3 1.5 0.0 -0.3 0.3 0.0 0.0 2.0 0.0 0.0 -0.6 0.0 PLL2 -0.3 -0.3 0.0 0.3 -0.5 0.0 0.0 1.9 0.0 0.0 2.1 0.0 PLL3. 0.1 0.1 0.0 -0.1 0.8 0.0 0.0 -0.1 0".0 0.01 0.8 0.0 SNOW 0.5 3.1 0.0 -0.5 1.5 0.0 0.0 9.2 0.0 0.0 5.7 0.0 LL 0.2 1.3 0.0 -0.2 0.6 0.0 0.0 3.8 0.0 0.0 2.3 0.0 LEQ 0.0 -0.7 -0.6 0.0 -0.9 -0.6 0.0 0.0 0.0 0.0 0.0 0.0 EQ -1.0 -0.3 0.0 -0.4 0.3 0.0 0.0 0.4 0.0 0.0 -0.4 0.0 WL1 -0.4 -1.1 0.0 0.0 -0.3 0.0 0.0 -1.9 0.0 0.0 -0.9 0.0 WL2 -0.5 -0.8 0.0 0.0 -0.2 0.0 0.0 -1.0 0.0 0.0 -0.4 0.0 LWL1 0.1 -4.5 -2.8 0.0 -5.4 -3.1 0.0 -2.6 0.0 0.0 -0.8 0.0 LWL2 0.2 -4.0 -2.8 -0.2 -5.4 -3.1 0.0 -2.0 0.0 0.0 =1.9 0.0 WL3 0.3 -0.5 0.0 0.4 -0.6 0.0 0.0 -1.7 0.0 0.0 -1.3 0.0 WL4 0.3 -0.2 0.0 0.4 -0.5 0.0 0.0 -0.9 0.0 0.0 -0.8 0.0 DSNW 1.6 9.6 0.0 -1.6 4.7 0.01 0.0 28.2 0.0 0.0 17.5 0.0 LOAD GROUP DESCRIPTION DL Roof Dead Load COLL Roof Collateral Load PSLl Pattern Snow Load [PSLxx] PSL2 Pattern Snow Load [PSLxx] PSL3 Pattern Snow Load [PSLxx] PLL1 Pattern Live Load [PLLxx] PLL2 Pattern Live Load [PLLxx] PLL3 Pattern Live Load [PLLxx] SNOW Roof Snow Load LL Roof Live Load LEQ Longitudinal Seismic Load [located in perp. plane] EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load W FM LWL2 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load 5-16-06 WL4 Lateral Primary Wind Load 55 DSNW DRIFTING SNOW Star Building.Systems FRAME DESCRIPTION: USER NAME:pjohnson DATE: 5/16/06 PAGE: 1-3 8600 S. I-35, Oklahoma City, OK 73149 smts 100./lO./4. 20./90./70 JOB NAME:47100D FILE:FraDGI.fra MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #01 LOCATION:frame lines 1-2 NOTES:(1) All reactions are in kips and kip-ft. TIME:16:58:55 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. .(3) The seismic overstrength factor (Omega) is not included in the "LEQ" Load Group reactions. Seismic "BASE-ONLY" combination reactions include an overstrength factor of: 2.000 REACTION NOTATIONS /vv vg' HL-• f I HR I i VL Vl V2 VR LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 INTERIOR COLUMN 2 BASE PLATE 10.OX9.25XO.375 10.OX9.75XO.375 8.0X14.0X0.375 8.OX14.OXO.375 ANC. BOLTS (4)-3/4 (4)-3/4 (4)-3/4 (4)-3/4 zk� LOAD COMB HL VL LL HR VR LR H1 V1 L1 H2 V2 L2 GRAVITY LOAD COMBINATION 55 1 2.41 14.01 0.0 -2.41 7.11 0.01 0.0 40.5 0.01 0.01 25.31 0.0 8 1 -0.11 1.01 .0 0.11 0.31 0.01 0.01 5.01 0.01 0.01 4.11 0.0 WIND LOAD COMBINATION 60 2.6 13.7 0.0 -2.1 6.6 0.0 0.0 39.4 0.0 0.0 24.4 0.0 32 -0.5 -0.1 0.0 -0.1 0.5 0.0 0.0 0.7 0.0 0.0 0.7 0.0 61 2.5 13.9 0.0 -2.1 6.7 0.0 0.0 40.0 0.0 0.0 24.7 0.0 33 0.2 -5.0 -3.6 -0.1 -6.3 1 -4.0 0.0 -1.4 0.0 0.0 0.2 0.0 36 0.5 0.6 0.0 0.5 0.0 0.0 0.0 0.8 0.0 0.0 0:3 0.0 59 2.5 11.5 -1.8 -2.51 3.6 -2.0 0.0 39.2 0.0 0.0 24.0 0.0 57 2.1 13.5 0.0 -2.4 7.0 0.0 0.0 39.9 j::0F 0.01 25.01 0.0 34 1 0.4 -4.3 -3.6 -0.3 -6.3 -4.01 0.0 -0.61 0.01 0.0 -1.21 0.0 TRANSVERSE EARTHQUAKE LOAD COMBINATION 27 JOF- 2721 0.01 0.01 1.0 0.01 0.01 4.81 0.01 0.01 3.61 0.0 18 -0.61 0.51 0.0 -0.41 0.81 0.01 0.01 2.01 0.0[_ 0.01 0.81 0.0 19 0.8 1.01 0.01 0.21 0.31 0.01 0.0 1.41 0.01 0.01 1.41 0.0 0.0 1 -0.61 1.51 0.01 0.01 5.5 0.01 0.01 2.91 0.0 LONGITUDINAL EARTHQUAKE LOAD COMBINATION 15 0.3 1.5 -0.4 -0.31 0.5 -0.41 0.01 5.11 0.01 0.01 3.31 0.0 11 0.1 0.2 -0.4 -0.1 -0.1 -0.41 0.01 1.71 0.01 0.01 1.11 0.0 16 0.3 1.4 -0.4 -0.3 0.5 -0.4 0.0 5.2 0.01 0.01 3.2 0.0 -BASE-ONLY- EARTHQUAKE LOAD COMBINATION 29 0.1 -0.7 -1.2 -0.1 -1.3 -1.2 0.0 1.7 0.0 0.0 30 0.1 -0.7 -1.2 -0.1 -1.3 -1.21 0.01 1.71 0.01 0.01 1.1 0.0 WFM 5-16-06 56 Star Building Systems FRAME DESCRIPTION: USER NAME:pjohnson DATE: 5/16/06 PAGE: 1-4 8600 S. I-35, Oklahoma City, OK 73149 smts 100./10./4. 20./90./70 JOB NAME:47100D FILE:FraDG1.fra MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #01 LOCATION:frame lines 1-2 NOTES:(1) All reactions are in kips and kip-ft. TIME:16:58:55 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. (3) The seismic overstrength factor (Omega) is not included in the "LEQ" Load Group reactions. Seismic "BASE-ONLY" combination reactions include an overstrength factor of: 2.000 REACTION NOTATIONS LOAD COMBINATION DESCRIPTION 8 DL +COLL +PLL2 11 0.8487DL +0.7143LEQ 15 1.0513DL +1.0513COLL +0.2SNOW +0.7143LEQ 16 1.0513DL +1.0513COLL +0.2SNOW +0.7143LEQ 18 0.8487DL +0.7143EQ 19 0.8487DL -0.7143EQ 26 1.0513DL +1.0513COLL +0.2SNOW +0.7143EQ - 27 1.0513DL +1.0513COLL +0.2SNOW -0.7143EQ 29 0.8282DL +2.LEQ 30 0.8282DL +2.LEQ 32 DL +1.3WL2 33 DL +1.3LWL1 34 DL +1.3LWL2 36 DL +1.3WL4 55 DL +COLL +SNOW +DSNW 57 DL +COLL +SNOW +0.65WL2 +DSNW 59 DL +COLL +SNOW +0.65LWL2 +DSNW 60 DL +COLL +SNOW +0.65WL3 +DSNW 61 DL +COLL +SNOW +0.65WL4 +DSNW A WFM 5-16-06 57 Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/27/06 PAGE: 24-2 8600 S. I-35, Oklahoma City, OK 73149 pf 20./14.833 main building a JOB NAME:47100B FILE:Port24.fra SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #24 LOCATION:bays NOTE: All reactions are in kips and kip-ft. TIME:12:31:12 REACTION NOTAT ONS HL HR IVL IVR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8.OX10.OXO.375 8.OX10.OX0.375 ANC. BOLTS (4)-3/4 (4)-3/4 LOAD GROUP HL I VL I LL HR I VR I LR DL 0.0 0.31 0.0 0.01 0.3 0.0 EQ -3.0 -4.5 0.0 -3.21 4.5 0.0 WL1 -1.2 -1.8 0.0 -1.2 1.8 0.0 WL2 1 1.2 1.8 0.0 1.2 -1.8 0.0 LOAD GROUP DESCRIPTION DL Roof Dead Load EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load WFM 4/27/06 59 Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/27/06 PAGE: 24-3 8600 S. I-35, Oklahoma City, OK 73149 pf 20./14.833 main building a JOB NAME:47100B FILE:Port24.fra MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #24 LOCATION:bays NOTES: (1) All reactions are in kips and kip-ft. TIME:12:31:12 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. REACTION NOTAT ONS - HL-• -- HR ivL iVR LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8.OX10.OXO.375 8.OX10.OXO.375 ANC. BOLTS (4)-3/4 (4)-3/4 LOAD COMB HL I VL I LL HR I VR I LR GRAVITY LOAD COMBINATION 1 1 0.01 0.31 0.01 0.01 0,3 0.0 WIND LOAD COMBINATION 11 1 1.61 2.61 0.01 1.5 -2.0 0.0 10 1 -1.5 -2,0 O.OL_-1.61 2.61 0.0 TRANSVERSE EARTHQMRE LOAD COMBINATION 8 2.2 3.6 0.0 2.3 -3.0 0.0 3 -2.2 -3.1 0.0 -2.3 3.6 0.0 4 2.2 3.6 0.0 2.3 -3.1 0.0 7 -2.2 -3.01 0.0 -2,31 3.6 0.0 LOAD COMBINATION DESCRIPTION 1 DL 3 0.8487DL +0.7143EQ 4 0.8487DL -0.7143EQ 7 1.0513DL +0.7143EQ 8 1.0513DL -0.7143EQ 10 DL +1.3WL1 11 DL +1.3WL2 WFM 4/27/06 60 Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/25/06 PAGE: EW-1 8600 S. I-35, Oklahoma City, OK 73149 Endwall EWB JOB NAME:47100A FILE:REW3BLDG1 PATH: J:\Active\ENG\11-B-47100\ver01-bmcgee\Bldg-A\run01\ SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are in kips and kip-ft. TIME:08:14:05 REACTION NOTATIONS . BLDG A E/W B vti v`� /v3 HL-• -� HR rVL � Vl �V2 �V3 �VR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 INTERIOR COLUMN 2 INTERIOR COLUMN 3 BASE PLATE 8.OX8.OXO.375 8.OX8.OX0.375 8.OX9.875X0.375 8.OX9.875XO.375 8.OX9.875XO.375 ANC. BOLTS (4)-3/4 (4)-3/4 (4)-3/4 (4)-3/4 (4)-3/4 LOAD GROUP HL VL I LL HR VR LR H1 V1 Ll H2 I V2 L2 H3 V3 L3 D 0.012 0.556 0. -0.012 0.556 0. 0. 1.304 -0.046 0. 1.195 -0.031 0. 1.139 -0.023 C 0.015 0.544 0. -0.015 0.544 0. 0. 1.370 -0.056 0. 1.266 -0.042 0. 1.263 -0.034 L 0.049 1.815 0. -0.049 1.815 0. 0. 4.567 -0.188 0. 4.221 -0.139 0. 4.212 -0.115 S 0.194 7.250 0. -0.194 7.249 0. 0. 18.13 -0.747 0. 17.08 -0.561 0. 15.74 -0.429 W+ -0.051 -1.893 0. 0.051 -1.893 0. 0. -4.112 2.008 0. -3.666 2.385 0. -4.003 2.791 W- -0.051 -1.893 0. 0.051 -1.893 0. 0. -4.112 -1.871 0. -3.666 -2.397 0. -4.003 -2.877 WR -0.051 -1.893 0. 0.051 -1.893 0. 0. -4.112 0.169 0. -3.666 0.120 0. -4.003 0.109 WL -0.051 -1.893 0. 0.051 -1.893 0. 0. -4.112 0.169 0. -3.666 0.120 0. -4.003 0.109 LOAD GROUP DESCRIPTION D DEAD LOAD C COLLATERAL LOAD L LIVE LOAD S SNOW LOAD W+ WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION WR WIND FORCE FROM THE RIGHT WL WIND FORCE FROM THE LEFT WFM 4/27/06 62 Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/25/06 PAGE: EW-2 8600 S. I-35, Oklahoma City, OK 73149 Endwall EWB JOB NAME:47100A FILE:REW3BLDG1 PATH: J:\Active\ENG\11-B-47100\ver01-bmcgee\Bldg-A\run01\ SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are in kips and kip-ft. TIME:08:14:05 REACTION NOTATIONS BLDG A E/W B 1 V4 1 V5 I.V6 LOAD GROUP REACTION TABLE COLUMN INTERIOR COLUMN 4 INTERIOR COLUMN 5 INTERIOR COLUMN 6 BASE PLATE 8.OX9.875XO.375 8.OX9.875XO.375 8.OX9.875XO.375 ANC. BOLTS (4)-3/4 (4)-3/4 (4)-3/4 LOAD GROUP H4 V4 L4 HS V5 L5 H6 V6 L6 D 0. 1.139 -0.023 0. 1.195 -0.031 0. 1.305 -0.046 C 0. 1.264 -0.034 0. 1.266 -0.042 0. 1.370 -0.056 L 0. 4.213 -0.115 0. 4.220 -0.138 0. 4.568 -0.188 S 0. 15.74 -0.429 0. 17.06 -0.560 0. 18.13 -0.747 W+ 0. -4.004 2.791 0. -3.665 2.385 0. -4.113 2.008 W- 0. -4.004 -2.877 0. -3.665 -2.397 0: -4.113 -1.871 WR 0. -4.004 0.109 0. -3.665 0.120 0.1-4.1131 0.169 WL 0. -4.004 0.109 0. -3.665 0.120 0.1-4.1131 0.169 LOAD GROUP DESCRIPTION D DEAD LOAD C COLLATERAL LOAD L LIVE LOAD S SNOW LOAD W+ WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION WR WIND FORCE FROM THE RIGHT WL WIND FORCE FROM THE LEFT WFM 4/27/06 -- 63 Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/25/06 PAGE: EW-3 8600 S. I-35, Oklahoma City, OK 73149 Endwall EWB JOB NAME:47100A FILE:REW3BLDG1 PATH: J:\Active\ENG\11-B-47100\ver01-bmcgee\Bldg-A\run01\ MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS NOTES: (1) All reactions are in kips and kip-ft. (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include maVnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. TIME:08:14:05 REACTION NOTATIONS BLDG A ENV B vti v2 v3 HL HR VL Vl V2 V3 IVR LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN a INTERIOR COLUMN 1 INTERIOR COLUMN 2 INTERIOR COLUMN 3 BASE PLATE 8.OXS.OXO.375 8.OX8.OXO.375 B.OX9.875XO.375 8.OX9.875X0.375 8.OX9.875XO.375 ANC. BOLTS (4)-3/4 (4)-3/4 (4)-3/4 (4)-3/4 (4)-3/4 LOAD COMB HL VL LL HR VR LR H1 V1 I L1 H2 I V2 I L2 H3 I V3 I L3 GRAVITY LOAD COMBINATION 2 1 0.2211 8.350 0. -0.2211 8.34.91 0.1 0.1 20.80 -0.849 0.1 19.541-0.6341 0.1 18.14 -0.486 WIND LOAD COMBINATION 11 1 0.1881 7.120- 0.1-0.1881 7.119 0. 0. 18.13 0.4561 0.1 17.161 0.9161 0.1 15.54 1.328 4 -0.054 -1,905 0.1 0.054 -1.905 0. 0.1-4.0421 2,564 0.1-3.5711 3.069 0.1-4.0651 3.605 21 0.058 2.264 0. -0.058 2.264 0. 0. 6.392 -2.908 0. 6.237 -3.470 0. 5.069 -4.012 LOAD COMBINATION DESCRIPTION 2 D + C + S 4 D + 1.30W+ 11 D + C + S + 0.65W+ 21 D + C + 1/2S + 1.30W- WFM 4/27/06 64 Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/25/06 PAGE: EW-4 8600 S. I-35, Oklahoma City, OK 73149 Endwall EWB JOB NAME:47100A FILE:REW3BLDG1 PATH: J:\Active\ENG\11-B-47100\ver01-bmcgee\Bldg-A\run01\ MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS NOTES: (1) All reactions are in kips and kip-ft. (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. TIME:08:14:05 REACTION NOTATIONS BLDG A /W B y°s v� v6 �V4 �V5 �V6 LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN INTERIOR COLUMN 4 INTERIOR COLUMN 5 INTERIOR COLUMN 6 BASE PLATE 8.OX9.875XO.375 8.OX9.875XO.375 B.OX9.875X0.375 ANC. BOLTS (4)-3/4 (4)-3/4 (4)-3/4 LOAD COMB H4 I V4 I L4 H5 VS L5 H6 V6 I L6 GRAVITY LOAD COMBINATION 2 0.1 18,15 -0.486 0. 19.54 -0.633 0. 20,81 -0.849 W124D LOAD COMBINATION 11 0. 15.55 1.328 0. 17.15 0.917 0. 18,13 0.456 4 0. -4.066 31605 0. -3.569 3.069 0. -4.0421 2.564 21 0. 5.070 -4,012 0.1 6.235 -3,469 0. 6.394 -2.908 LOAD COMBINATION DESCRIPTION 2 D + C + S 4 D + 1.30W+ 11 D + C + S + 0.65W+ 21 D + C + 1/2S + 1.30W- WFM 4/27/06 65 Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/25/06 PAGE: EW-5 8600 S. I-35, Oklahoma City, OK 73149 Endwall EWD JOB NAME:47100A FILE:REW4BLDG1 PATH: J:\Active\ENG\11-B-47100\ver01-bmcgee\Bldg-A\run0l\ SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are in kips and kip-ft. TIME:08:14:05 REACTION NOTATIONS BLDG A E/W D vti vz v"� HL--I H2 f H3 -- HR VL Vl V2 �V3 �VR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 INTERIOR COLUMN 2 INTERIOR COLUMN 3 BASE PLATE 8.OX8.OXO.375 8.0X8.0XO.375 8.OX12.OXO.375 8.OX8.OXO.375 8.OX10.25XO.375 ANC. BOLTS (4)-3/4 (4)-3/4 (4)-3/4 (4)-3/4 (4)-3/4 LOAD GROUP HL VL LL HR VR LR H1 I V1 Ll H2 V2 I L2 H3 V3 I L3 D 0.024 1.032 0. -0.015 0.667 0. 0. 2.563 -0.075 0. 2.420 -0.055 0. 1.482 -0.023 C 0.020 0.750 0. -0.012 0.457 0. 0. 1.913 -0.062 0. 1.371 -0.044 0. 1.013 -0.025 L 0.067 2.500 0. -0.041 1.524 0. 0. 6.379 -0.208 0. 4.570 -0.148 0. 3.377 -0.085 S 0.267 9.980 0. -0.163 6.106 0. 0. 25.34 -0.827 0. 18.71 -0.605 0. 9.064 -0.227 W+ -0.067 -2.516 0. 0.794 -1.641 0. 0. -5.674 2.785 0. -4.108 2.905 0. -3.517 2.805 W- -0.067 -2.516 0. -0.863 -1.641 0. 0. -5.674 -2.709 0. -4.108 -2.954 0. -3.517 -2.937 WR -0.067 -2.516 0. 0.044 -1.641 0. 0. -5.674 0.185 -0.145 -4.316 0.133r0.145 -3.701 0.088 WL -0.067 -2.516 0. 0.044 -1.641 0. 0. -5.6741 0.185 0.145 -4.316 0.133 0.145 -3.701 0.088 DR 0.062 2.315 0. -0.008 0.310 0. 0. 3.816 -0.125 0. -0.398 0.013 0. -1.481 0.037 ER 0. 0. 0. 0. 0. 0. 0. 0. 0. -3.877 -5.543 0. -3.877 -4.906 0. EL 0. 0. 0. 0. 0. 0. 0. 0. 0. 3.877 -5.543 0. 3.877 -4.906 0. LOAD GROUP DESCRIPTION D DEAD LOAD C COLLATERAL LOAD L LIVE LOAD S SNOW LOAD W+ WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION WR WIND FORCE FROM THE RIGHT WL WIND FORCE FROM THE LEFT DR DRIFT SNOW RIGHT ER EARTHQUAKE FORCE FROM RIGHT EL EARTHQUAKE FORCE FROM LEFT WFM 4/27/06 66 Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/25/06 PAGE: EW-6 8600 S. I-35, Oklahoma City, OK 73149 Endwall EWD JOB NAME:47100A FILE:REW4BLDG1 PATH: J:\Active\ENG\11-B-47100\ver01-bmcgee\Bldg-A\run0l\ SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are in kips and kip-ft. TIME:08:14:05 REACTION NOTATIONS BLDG A E/W D 1V4 �VS LOAD GROUP REACTION TABLE COLUMN INTERIOR COLUMN 4 INTERIOR COLUMN 5 BASE PLATE 8.OX8.OXO.375 8.OX8.OXO.5 ANC. BOLTS (4)-3/4 (4)-3/4 LOAD GROUP H4 V4 L4 HS I V5 L5 D 0. 2.475 -0.060 0. 2.660 -0.099 C 0. 1.634 -0.055 0. 1.749 -0.080 L 0. 5.449 -0.183 0. 5.831 -0.268 S 0. 22.18 -0.744 0. 23.13 -1.063 W+ 0. -4.815 3.077 0. -5.20 71 2.454 W- 0. -4.815 -3.085 0. -5.207 -2.222 WR 0. -4.,815 0.162 0. -5.207 0.239 WL 0. -4.815 0.162 0. -5.207 0.239 DR 0. 6.643 -0.223 0. 15.90 -0.731 ER 0. 0. 0. 0. 0. 0. EL 0. 0. 0. 0. 0. 0. LOAD GROUP DESCRIPTION D DEAD LOAD C COLLATERAL LOAD L LIVE LOAD S SNOW LOAD W+ WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION WR WIND FORCE FROM THE RIGHT \ WL WIND FORCE FROM THE LEFT DR DRIFT SNOW RIGHT ER EARTHQUAKE FORCE FROM RIGHT EL EARTHQUAKE FORCE FROM LEFT WFM 4/27/06 67 Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/25/06 PAGE: EW-7 8600 S. 1-35, Oklahoma City, OK 73149 Endwall EWD JOB NAME:47100A FILE:REW4BLDG1 PATH: J:\Active\ENG\11-B-47100\ver01-bmcgee\Bldg-A\run01\ MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS NOTES: (!) All reactions are in kips and kip-ft. (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. TIME:08:14:05 REACTION NOTATIONS BLDG A E/W D vti v`� v3 HL--I � �f H2 f H3 HR VL �Vl V2 1 V3 �VR LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 INTERIOR COLUMN 2 1 INTERIOR COLUMN 3 BASE PLATE S.OX8.OXO.375 8.OX8.OXO.375 8.OX12.OXO.375 8.0X8.0X0.375 8.OX10.25XO.375 ANC. BOLTS (4)-3/4 (4)-3/4 (4)-3/4 (4)-3/4 (4)-3/4 LOAD COMB HL -I VL I LL HR I VR I LR H1 I V1 f L1 H2 I V2 L2 H3 I V3 L3 GRAVITY LOAD COMBINATION 3 1 0.3731 14.08 0. -0.198 7,540 0.1 0.1 33.63 -1.089 0.1 22.10 -0.691 0.1 10.08 -0.238 2 1 0.3111 11.76 0.1-0.1901 7.2301 0.1 0:1 29.82 -0.9641 0.1 22.50 -0.704 0.1 11.56 -0.275 WIND LOAD COMBINATION 20 0.32.91 12.441 0.1 0.3181 6,4731 0. 0.1 29,941 0.721 0. 19.431 1.1.9 0. 7.7921 1.585 5 -0.063 -2.239 0. 1.017 -1.466 0. 0.1-4,8131 3,546 0. -2.9201 3.721 0. -3.0901 3.623 38 0.1211 4.659 0. -1.2341 2.199 0. 0. 11.68 -4.135 0. 7.606 -4.235 0. 1.714 -3.961 10 -0.043 -1.489 0. 0.030 -1.009 0. 0. -2.900 0.104 0.188 -1.820 0.074 0.188 -2.316 0.066 8 -0.043 -1.489 0. 0.030 -1.009 0. 0. -2.900 0.104 -0.188 -1.820 0.074 -0.189 -2.316 0.066 12 0.267 10.13 0. 0.326 6.163 0. 0. 26.13 0.846 0. 19.83 1.184 0. 9.273 1.548 9 -0.063 -2.239 0. 0.042 -1.466 0. 0. -4.813 0.165 -0.188 -3.191 0.118 -0.188 -3.329 0.091 30 0.090 3.501 0. -1.230 2.044 0. 0. 9.770 -4.072 0. 7.805 -4.242 0. 2.455 -3.980 TRANSVERSE EARTHQUAKE LOAD COMBINATION 50 0.109 4.259 0. -0.067 2.649 0. 0. 10.75 -0.339 -3.877 3.013 -0.247 -3.877 0.075 -0.106 45 0.040 1.604 0. -0.024 1.012 0. 0. 4.028 -0.123 3.877 -2.131�089 08 3,877 -2.661 -0.04344 0.040 1.604 0. -0.024 1.012 0. 0. 4.028 -0.123 -3.877 -2.131 089 -3.877 -2.661 -0.04348 0.037 1.479 0. -0.022 0.933 0. 0. 3.715 -0.114 -3.877 -2.396 2 -3.877 -2,835 -0.040 LOAD COMBINATION DESCRIPTION 2 D + C + S 3 D + C + S + DR 5 D + 1.30W+ 8 D + C + 1.30WR 9 D + 1.30WR 10 D + C + 1.30WL 12 D + C + S + 0.65W+ 20 D + C + S + 0.65W+ + DR 30 D + C + 1/2S + 1.30W- 38 D + C + 1/2S + 1.30W- + 1/2DR 44 0.90D + 0.90C + ER 45 0.90D + 0.90C + EL 48 0.83D + 0.83C + ER 50 1.27D + 1.27C + 0.20S + ER WFM 4/27/06 68 Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/25/06 PAGE: EW-8 8600 S. I-35, Oklahoma City, OK 73149 Endwall EWD JOB NAME:47100A FILE:REW4BLDG1 PATH: J:\Active\ENG\11-B-47100\verOl-bmcgee\Bldg-A\run0l\ MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS NOTES: (1) All reactions are in kips and kip-ft. (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. TIME:08:14:05 REACTION NOTATIONS BLDG A 1 f E/W D V4 I V5 LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN INTERIOR COLUMN 4 INTERIOR COLUMN 5 BASE PLATE 8.0X8.0XO.375 8.OX8.OXO.5 ANC. BOLTS (4)-3/4 (4)-3/4 LOAD COMB H4 I V4 E L4 H5 I VS I L5 GRAVITY LOAD COMBINATION 3 10.- 32,93 -1.082 0.1 43.44 -1.973 2 0. 26.28 -0.859 0. 27.54 -1.242 WIND LOAD COMBINATION 20 0.1 29.801 0.918 0.1 40,06 -0.378 5 0. -3.784 3.940 0.1-4.1091 3.091 38 0. 12.26 -4.609 0. 17.16 -3.965 10 0. -2.151 0.096 0. -2.360 0.132 8 0. -2.151 0.096 0. -2.360 0.132 12 0. 23.16 1.141 0. 24.16 0.353 9 0. -3.784 0.151 0. -4.109 0.212 30 +_018.938 -4.497 0. 9.205 -3.599 TRANSVERSE EARTHQUAKE LOAD COMBINATION 50 0. 9.654 -0.295 0. 10.23 -0.440 45 0. 3.698 -0.103 0. 3.968 -0.161 44 0. 3.698 -0.103 0. 3.968 -0.161 48 0. 3.410 -0.095 0.1 3.659 -0.149 LOAD COMBINATION DESCRIPTION 2 D + C + S 3 D + C + S + DR 5 D + 1.30W+ 8 D + C + 1.30WR 9 D + 1.30WR 10 D + C + 1.30WL 12 D + C + S + 0.65W+ 20 D + C + S + 0.65W+ + DR 30 D + C + 1/2S + 1.30W- 38 D + C + 1/2S + 1.30W- + 1/2DR 44 0.90D + 0.90C + ER 45 0.90D + 0.90C + EL 48 0.83D + 0.83C + ER 50 1.27D + 1.27C + 0.20S + ER WFM 4/27/06 69 • Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/25/06 PAGE: EW-1 8600 S. I-35, Oklahoma City, OK 73149 Endwall EWD JOB NAME:47100B FILE:REW4BLDG1 PATH: J:\Active\ENG\ll-B-47100\ver01-bmcgee\Bldg-B\run0l\ SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are in kips and kip-ft. TIME:13:29:22 REACTION NOTATIONS BLDG B E/W D HL-- ! / HR � VL � Vl � VR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN_ INTERIOR COLUMN 1 BASE PLATE 8.OX8.OXO.375 8.OX8.25X0.375 B.OX9.875XO.375 ANC. BOLTS (4)-3/4 (4)73/4 (4)-3/4 LOAD GROUP HL VL LL HR I VR LR. Hl V1 L1 D 0.028 1.361 0. -0.02 91 1.474 0. 0. 2.467 -0.067 C 0.023 0.989 0. -0.0241 0.989 0. 0. 1.789 -0.055 L 0.076 3.298 0. -0.079 3.298 0. 0. 5.963 -0.183 S 0.374 16.14 0. -0.386 16.14 0. 0. 14.61 -0.447 W+ -0.073 -3.166 0. 0.076 -3.166 0.877 0. -5.517 3.032 W- -0.073 -3.166 0. 0.076 -3.166 -1.043 0. -5.517 -3.019 WR -0.073 -3.166 0. 0.076 -3.166 0. 0. -5.517 0.169 WL -0.073 -3.166 0. 0.076 -3.166 0. 0. -5.517 0.169 DR 0. 0. 0. -0.2011 8.3941 0.1 0. 1.439 -0.044 LOAD GROUP DESCRIPTION D DEAD LOAD C COLLATERAL LOAD L LIVE LOAD S SNOW LOAD W+ WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION WR WIND FORCE FROM THE RIGHT WL WIND FORCE FROM THE LEFT DR DRIFT SNOW RIGHT WFM 4/27/06 70 T � Star Building Systems FRAME DESCRIPTION: USER NAME:bmcgee DATE: 4/25/06 PAGE: EW-2 8600 S. I-35, Oklahoma City, OK 73149 Endwall EWD JOB NAME:47100B FILE:REW4BLDG1 PATH: J:\Active\ENG\11-B-47100\ver01-bmcgee\Bldg-B\run01\ MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS NOTES: (1) All reactions are in kips and kip-ft. (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. TIME:13:29:22 REACTION NOTATIONS BLDG B E/W D vti v4 HL -i HR VL V1 VR LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 BASE PLATE 8.OX8.OXO.375 8.0X8.25X0.375 8.OX9.875XO.375 ANC. BOLTS (4)-3/4 (4)-3/4 (4)-3/4 LOAD COMB HL I VL LL HR 7 VR LR H1 V1 L1 GRAVITY LOAD COMBINATION 2 0.425 18.49 0. -0.439 18.60 0.1 0.1 18.87 -0.569 3 1 0.4251 18.49 0.1-0.6401 26.991 0.1 0.1 20.31 -0.613 WIND LOAD COMBINATION 12 0.378 16.43 0. -0.390 16.54 0.570 0. 15.28 1.402 5 -0.067 -2.755 0. 0.070 -2.642 1.140 0. -4.705 3.875 20 0.378 16.43 0. -0.591 24.94 0.570 0. 16.72 1.358 4 -0.044 -1.766 0. 0.046 -1.653 1.140 0. -2.916 3.820 6 -0.044 -1.766 0. 0.046 -1.653 -1.356 0. -2.916 -4.047 38 0.143 6.303 0. -0.248 10.61 -1.356 0. 5.109 -4.292 LOAD COMBINATION DESCRIPTION 2 D + C + S 3 D + C + S + DR 4 D + C + 1.30W+ 5 D + 1.30W+ 6 D + C + 1.30W- 12 D + C + S + 0.65W+ 20 D + C + S + 0.65W+ + DR 38 D + C + 1/2S + 1.30W- + 1/2DR WFM 4/27/06 7.1 RECEIVE® Permit# JUN 0 9 2006 Permit Date TOWN OF QUttIV513URY ` BUILDING AND CODE COMcheck Software Version 3.2.0 Envelope Compliance Certificate 6/1' New York State Energy Conservation Construction Code ' Report Date:06/07/06 Data filename:C:\ACAD\Ermiger\Go cart track\Ermiger.cck Section 1: Project Information Project Title:Building Addition-Go-Kart Adventure Racing Construction Site: Owner/Agent: Designer/Contractor: Route 9 Ken Enniger Ethan Hall Queensbury,NY 12804 3494 Lake Shore Drive Rucinski Hall Architecture Lake George,NY 12845 627 Maple Ave 361-3030 Saratoga Springs,NY 12866 518-580-1905 ephall@nycap.rr.com Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Type: Addition Vertical Glazing/Wall Area Pct.: 0% Building Type Floor Area Other 28054 Section 3: Requirements Checklist betterEnvelope PASSES:Design 3% .. Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or R-Value R Value U-Factor U-Factor Perimeter Roof 1:Metal Roof with Thermal Blocks 28054 38.0 0.0 0.041 0.051 Exterior Wall 1:Metal Wall without Thermal Blocks 2456 19.0 0.0- 0.101 0.074 Exterior Wall 2:Metal Wall without Thermal Blocks 8495 19.0 0.0 0.101 0.074 Door 1:Solid 21 — — 0.300 0.120 Door 2:Solid 21 — — 0.300 0.120 Door 3:'Solid 21 — — 0.300 0.120 Door 4:Solid 21 — 0.300 0.120 Door 5:Solid 21 — — 0.300 0.120 Door 6:Glass,Clear,SHGC 0.65,PF 0.75 42 — — 0.370 0.520 Door 7:Overhead 80 — — 0.070 0.120 Floor 1:Slab-On-Grade:Heated,Vertical 4 ft. 801 — 10.0 -- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Building Addition-Go-Kart Adventure Racing Page 1 of 9 Air Leakage,Component Certification,and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. Cl 2. Windows,doors,and skylights certified as meeting leakage requirements. ❑ 3. Component R-values&U-factors labeled as certified. ❑ 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. ❑ 5. Fireplaces installed with tight fitting non-combustible fireplace doors. ❑ 6. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. ❑ 7. Cargo doors and loading dock doors are weather sealed. ❑ 8. Recessed lighting fixtures are:(i)Type IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. ❑ 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement:The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck Version 3.2.0 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, belief,and professional'u gm uc plans or spe ' Sation r i o Hance with this Code. Principal Envelo g �'tr�e�a$ + ign ure Date Building Addition-Go-Kart Adventure Racing Page 2 of 9 Permit# Permit Date c COMcheck Software Version 3.2.0 Lighting and Power Compliance Certificate New York State Energy Conservation Construction Code Report Date:06/07/06 Data filename:C.XACAD\Ermiger\Go cart track\Enniger.cck Section 1: Project Information Project Title:Building Addition-Go-Kart Adventure Racing Construction Site: Owner/Agent: Designer/Contractor: Route 9 Ken Ermiger Ethan Hall Queensbury,NY 12804 3494 Lake Shore Drive Rucinski Hall Architecture Lake George,NY 12845 627 Maple Ave 361-3030 Saratoga Springs,NY 12866 518-580-1905 ephall@nycap.rr.com Section 2: General Information Building Use Description by: Project Type: Addition Building Type Floor Area Other 28054 Section 3: Requirements Checklist Interior Lighting: ❑ 1. Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 16832 2480 YES ❑ 2. Exit signs 5 Watts or less per side. Exterior Lighting: ❑ 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls,Switching,and Wiring: ❑ 4. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. ❑ 5. Master switch at entry to hotellmotel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Each space provided with a manual control to provide uniform light reduction capability. Exceptions: Building Addition-Go-Kart Adventure Racing Page 3 of 9 Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,public lobby or guest room; Areas greater than 250 sq.ft. ❑ 8. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. ❑ 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. ❑ 10. Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions. Electronic high-frequency ballasts;Luminaires not on same switch. ❑ 11. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement Compliance Statement:The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck Version 3.2.0 and to comply with the mandatory requirements in the Requirements Ch st. Principal Lighting Designer-Name Signature Date Building Addition-Go-Kart Adventure Racing Page 4 of 9 RECEIVED JUN &9 2006 Permit# TOWN OF QUEENSBURY Permit Date BUILDING AND CODE r COMcheck Software Version 3.2.0 Lighting Application Worksheet New York State Energy Conservation Construction Code Report Date: Data filename:C:\ACAD\Ermiger\Go cart track\Ermiger.cck Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Wafts Watts/ft2 Other 28054 0.6 16832 Total Allowed Wafts= 16832 Section 2: Actual Lighting.Power Calculation A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Waft. HID 1:Metal Halide 150W/Electronic 1 12 150 1800 Linear Fluorescent 1:48"T8 32W(Super T8)/Electronic 4 20 34 680 Total Actual Wafts= 2480 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Wafts is greater than or equal to zero,the building complies. Total Allowed Wafts= 16832 Total Actual Wafts= 2480 Project Compliance= 14352 betterLighting PASSES6 Design 85% .. Building Addition-Go-Kart Adventure Racing Page 5 of 9 RECEWED JUN 0. 9 Z006 Permit# TOWN OF QUEENSSURY Permit Date BUILDING AND CODE COMcheck Software Version 3.2.0 Mechanical Compliance Certificate New York State Energy Conservation Construction Code Report Date:06/07/06 Data filename:C:\ACAD\Ermiger\Go cart track\Ermiger.cck Section 1: Project Information Project Title:Building Addition-Go-Kart Adventure Racing Construction Site: Owner/Agent: Designer/Contractor: Route 9 Ken Ermiger Ethan Hall Queensbury,NY 12804 3494 Lake Shore Drive Rucinski Hall Architecture Lake George,NY 12845 627 Maple Ave 361-3030 Saratoga Springs,NY 12866 518-580-1905 ephall@nycap.rr.com Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Type: Addition Section 3: Mechanical Systems List uanti System Type&Description 1 HVAC System 1:Cooling:Split System,Capacity—135-<240 kBtu/h,Air-Cooled Condenser/Single Zone 1 Plant 1:Heating:Hot Water Boiler,Capacity>=300-<600 kBtu/h,Gas,with Water loop Heatpump Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 ❑ 1. Equipment minimum efficiency:Split System:9.7 EER ❑ 2. Integrated air economizer required Requirements Specific To: Plant 1 ❑ 1. Equipment minimum efficiency:Boiler Thermal Efficiency>=75%Et ❑ 2. Newly purchased heating equipment meets the efficiency requirements-used equipment must meet 80%Et @ maximum capacity Cl 3. Loop temperature controlled with 20 degrees F deadband where neither cooling tower/fluid cooler nor boiler can operate ❑ 4. Two-position valve on each heat pump having total heat pump system power>10hp Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Load calculations per 2001 ASHRAE Fundamentals ❑ 2. Plant equipment and system capacity no greater than needed to meet loads - Exception:Standby equipment automatically off when primary system is operating - Exception:Multiple units controlled to sequence operation as a function of load Building Addition-Go-Kart Adventure Racing Page 6 of 9 r ❑ 3. Minimum one temperature control device per system ❑ 4. Minimum one humidity control device per installed humidification/dehumidification system ❑ 5. Automatic Controls:Setback to 55 degrees F(heat)and 85 degrees F(cool);7-day clock,2-hour occupant override,10-hour backup - . Exception:Continuously operating zones Exception:2 kW demand or less,submit calculations ❑ 6. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm ❑ 7. Outside-air source for ventilation;system capable of reducing OSA to required minimum ❑ 8. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception:Ducts located within equipment - Exception:Ducts with interior and exterior temperature difference not exceeding 15 degrees F. ❑ 9. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181 B tapes and mastics ❑ 10. Mechanical fasteners and sealants used to connect ducts and air distribution equipment ❑ 11. Hot water pipe insulation:1 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in.Chilled water/refrigerant/brine pipe insulation:1 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in.Steam pipe insulation:1.5 in.for pipes<=1.5 in.and 3 in.for pipes>1.5 in. - Exception:Piping within HVAC equipment - Exception:Fluid temperatures between 55 and 105 degrees F - Exception:Fluid not heated or cooled - Exception:Runouts<4 ft in length ❑ 12. Operation and maintenance manual provided to building owner ❑ 13. Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State ❑ 14. Hot water distribution systems>=600 kBtu/h must have one of the following:a)controls that reset supply water temperature by 25%of supply/return delta T b)mechanical or electrical adjustable-speed pump drive(s)c)two-way valves at all heating coils d)multiple-stage pumps e)other system controls that reduce pump flow by at least 50%based on load-calculations required ❑ 15. Hot water distribution systems>=300 kBtu/h must have one of the following:a)controls that reset supply water temperature by 25%of supply/return delta T b)mechanical or electrical adjustable-speed-pump drive(s)c)two-way valves at all heating coils d)multiple-stage pumps e)other system controls that reduce pump flow by at least 50%based on load-calculations required ❑ 16. Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compliance Statement:The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck Version 3.2.0 and to comply with the mandatory requirement s in the RequirementKpx� �IVm� f r AU, -7 cL& Principal Mechanical Designer-Name Signature Date Building Addition-Go-Kart Adventure Racing Page 7 of 9 G COMcheck Software Version 3.2.0 Mechanical Requirements Description New York State Energy Conservation Construction Code Report Date: Data filename:C:\ACAD\Ermiger\Go cart track\Ermiger.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating and/or cooling equipment is covered by New York State Energy Conservation Code and must meet the following minimum efficiency:Split System:9.7 EER 2. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected climate.An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. Requirements Specific To: Plant 1 : 1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code and must meet the following minimum efficiency:Boiler Thermal Efficiency>=75%Et 2. The specified heating equipment is covered by Federal minimum efficiency requirements.New equipment of this type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency.Used equipment must meet 80%Et @ maximum capacity., 3. Loop temperature controlled with 20 degrees F deadband where neither cooling towerifluid cooler nor boiler can operate. 4. Two-position valves must be provided on each heat pump where the total heat pump system power is greater than 10 hp. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads.A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. - Exception:The equipment and/or system capacity may be greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Exception:Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during coolingb)capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc)have an accessible 2-hour occupant overrided)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. - Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - Exception:A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 6. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 7. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 8. Air ducts must be insulated to the following levels:a)Supply and return air ducts for conditioned air located in unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics, crawl spaces,unheated basements,and unheated garages.b)Supply and return air ducts and plenums must be insulated to a Building Addition-Go-Kart Adventure Racing Page 8 of 9 minimum of R-8 when located outside the building.c)When ducts are located within exterior components(e.g.,floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior. - Exception:Duct insulation is not required on ducts located within equipment. - Exception:Duct insulation is not required when the design temperature difference between the interior and exterior of the ' duct or plenum does not exceed 15 degrees F. 9. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181 B. 10. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment,including multiple-zone terminal units. 11. All pipes serving space-conditioning systems must be insulated as follows:Hot water piping for heating systems:1 in.for pipes 1 1/2-in.nominal diameter 2 in.for pipes>1 1/2-in.nominal diameter.Chilled water,refrigerant,and brine piping systems:1 in.insulation for pipes1 1/2-in.nominal diameter 1 1/2 in.insulation for pipes>1 1/2-in.nominal diameter.Steam piping:1 1/2 in.insulation for pipes1 1/2-in.nominal diameter 3 in.insulation for pipes>1 1/2-in.nominal diameter. - Exception:Pipe insulation is not required for factory-installed piping within HVAC equipment. - Exception:Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. - Exception:Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power.- - Exception:Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter between•the control valve and HVAC coil. 12. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity(input and output)and required maintenance actionsb)equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or, for digital control systems,in programming commentsd)complete narrative of how each system is intended to operate. 13. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device.Acceptable balancing devices include adjustable dampers located within the ductwork,terminal devices,and supply air diffusers. 14. Hot water distribution systems with total system capacities of 600 kBtu/h and greater must have controls that:a)automatically reset the hot water supply temperature,based on heating load,by at least 25%of the design supply-to-return water temperature difference orb)reduce pump flow by at least 50%of design flow rate by using-adjustable-speed drive(s)on pump(sy multiple-stage pumps allowing at least 1/2 of the total pump horsepower to be automatically turned off-control valves designed to modulate or step down and close as a function of load-other approved means(supporting documentation or calculations must be submitted). 15. Hot water space-heating systems with a capacity exceeding 300 kBtu/h supplying heated water to comfort conditioning systems must include controls that automatically reset supply water temperatures by representative building loads(including return water temperature)or by outside air temperature.Exceptions:-Where the supply temperature reset controls cannot be implemented without causing improper operation of heating,cooling,humidification,or dehumidification systems.-Hydronic systems that use variable flow to reduce pumping energy. 16. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems.All gravity outdoor air supply and exhaust hoods,vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use.Exceptions:-Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade.-Ventilation systems serving unconditioned spaces. Building Addition-Go-Kart Adventure Racing Page 9 of 9