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2008-063 • ` TOWN OF QUE E NSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20080063 Date Issued: Monday, May 12, 2008 This is to certify that work requested to be done as shown by Permit Number P20080063 has been completed. Tax Map Number: 523400-288-020-0001-020-000-0000 Location: 1172 STATE ROUTE 9 Owner. GREAT ESCAPE THEME PARK LLC Applicant: GREAT ESCAPE THEME PARK LLC This structure may be occupied as a: Amusement Ride By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, (DJ Variance, or other issues and conditions as a result of approvals by the Director of Building& Enfo ement Planning Board or Zoning Board of Appeals. �,�� TO"X OF QUEENSBURY `0 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 ON Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080063 Application Number. A20080063 Tax Map No: 523400-288-020-0001-020-000-0000 Permission is hereby granted to: GREAT ESCAPE THEME PARK LLC For property located at: 1172 STATE ROUTE 9 in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: GREAT ESCAPE THEME PARK L PO BOX 543185 Amusement Ride $24,000.00 DALLAS, TX 75354-3185 Total Value $24,000.00 Contractor or Builder's Name/ Address Electrical Inspection Agency ROZELL INDUSTRIES 129 PARK Rd QUEENSBURY,NY 12804-0000 Plans &Specifications 2008-063 Wiggle Big Red Plane $0.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,March 10,2009 (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 T• o eens ry; o ;a March 10,2008 SIGNED BY f for the Town of eensb Qu ury. Director of Building&Code Enforcement I Z'' - 4' • OFFICE USE ONLY °"" TAX MAP NO. PERMIT NO. ,`!t o FEES: PERMIT RECREATION ENGINEERING EN B RY O I.1." (If applicable) ION, ILpING&to PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: / O L iI ( i -6/+ ,t'5 OWNER: ,r /-17s ADDRESS: ) ci Ask" ' 06(e4j19'7 ADDRESS: Crl.9n) J/i/J PHONE NOS. 7 .3 ) 63Y. PHONE NOS. 3S CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: J n C"/ h PHONE:36/-"j LOCATION OF PROPERTY: 6mac,/- F Slot_ SUBDIVISION NAME: IP ~1e 1 /'e Xh i1 e' PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR Z p a C./ W LL � PROJECT p g OOP OOF- OF- = ii Li. Q = U C� W W . LL0 z 0 HF- OF- WwZ Z Q Q MCA N v) O u. 1- u. CL 1 o0S SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? 4/7 I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree the above. s,f Signed / Director of Building &Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: -®' BUILDI G •• APPROVAL ZONING APPROVAL l Of DA E DATE QUESTIONS? CALL 761-8256 OR EMAIL codesOqueensburv.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net perating Permit issued: Yes No f ccupancv Tvnc Commercial Final Inspection Report ?-10 Office No.: (518) 761-8256 Date lns ction req t ' ed: S of Queensbury Building &Code Enforcement Arrive: = am m Depart: s • 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: lA � p( PERM' Z0e- 66(3 LOCATION: 11�� S g DATE: l /t c 6- r aMME Y N NA Chimney I'B'Vent!Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent r- F L-k. (mac __. Interior I Exterior Guardrails 42 in. Platform/Decks Interior I Exterior Banisters 4 in. Spacing Platform I Decks Stair Handrail 34 in.-38 in./Step Risers 7"I Treads 11" Svc Lei FLY \ Vestibules For Exit doors>3000 sq.ft. \'3\ )R � All Doors 36 in.w/Laver Handles I Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44'(i)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade \ t '' L \k d AN4t: Floor Bathroom Watertight/Other Floors Okay C trri,R5 Relief Valve,Heat Trap I 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 ''A doors > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers Firewans I Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq.ft Wood Frame Attic Access 30"x 20'x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks I Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides) Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler Building Access All Sides by 20'I Driveable Surface 20'wide Okay To Issue Temp. or Permanent CIO Okay To Issue C/C L:\Building&Codes Forms\Building&CodesMnspection FormssCommercial Final Inspection Report.doc Revised January 7,2008 Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: Time: Ke"'4) Phone: (518)761-8206 Business Name: C 1��' � A2 /9 Fax: (518)745-4437 Location: Z� �"i� T� ��"�'�' Type of Inspection N/A Yes No EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hung Inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Islan Generator Hood Installation Elevator Interior Finishes Storage Compressed essed Gas /� Clearance to Sprinklers ��%'I/ Clearanceic to ElectricalEnclosed / �.. Electric Wiring Eose /Labeled /J Combustible Wastedr?? Vehicle impact Protection Knox Box F.D.Signage-Utility Rooms No Smoking Signs Maximum Occupaancy Sign _Emergency E •cuation Plan Approved of no other approvals apply,the B&C Office will issue the Certificate of Occupancy) Denied / call for Recheck inspec By. L:\FireMarshal\New Folder\permitto occupyform.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re - -• Queensbury Building&Code Enforcement Arrive: r3"J7 alr Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials. Ski NAME: is.\1G6LF1) (3 EDED ` t_.AtJE PERMIT s — LOCATION: Cce-/iPRF,bDE\ P -PC, DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. ft. 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 Okay 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 %2 doors > 10%> 1000 sq.ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway _Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20' wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. gb7a3 Town of Queensbury 742 Bay Road 67 -_,--- Queensbury,NY 12804 Scheduled Inspection Date: 90 Time: Phone: (518)761-8206 Business Name: / '6It /4,'6 'Zee ^/ Fax: (518) 745-4437 Location: //'� .�c"'y' ,0. ile" Type of Inspection N/A Yes No EXITS: _ Exit Access COMMENTS Exit Enclosure / - Exit Discharge AISLES: Main Aisle Width / Secondary Aisle Width / EXIT SIGNAGE / Sign-normal J Sign-battery EVAC signs in rooms ✓ TRUSS ID SIGNAGE EMERGENCY LIGHTING / FIRE EXTINGUISHER: / Hung / Inspection of extinguisher / FIRE ALARM SYSTEM / Fan Shutdown / Fire Sprinkler System / Fire Suppression-kitchen / Fire Suppression-Gas Islan 7 Generator / Hood Installation Elevator // • Interior Finishes 4 Storage ^�y Compressed Gas [� Clearance to Sprinklers Clearance to Electrical / / Electric Wiring Enclosed/Labeled ✓ Combustible Waste Vehicle Impact Protection Knox Box r F.D.Signage-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan ,/ gApproved (If no other approvals apply,the B&C Office ill i' - - ertificate of Occupancy) a Denied /call for RecheckPited ins By: � L:\FireMarshal\New Folder\permitto occupyform.doc JARRETT-MARTIN ENGINEERS, PLLC H.Thomas Jarrett,P.E. Professional Engineering Kenneth Martin, P.E. Final Report of Special Inspections Date: May 7, 2008 Project: JME#01-054.05 Big Red Planes, Compressor Building Location: Wiggles World—The Great Escape Owner: The Great Escape Owner's Mailing Address: P.O. box 511 Lake George, NY 12845 Owner's Physical Address: 1172 NYS Route 9 Queensbury,NY 12804 Structural Engineer of Record: Jarrett-Martin Engineers, PLLC 12 E. Washington St. Glens Falls,NY 12801 To the best of my information, knowledge and belief, the Special Inspections required for this project have been performed and all completed structural work has been substantially in accordance with the building design drawings prepared by Jarrett-Martin Engineers, PLLC and the New York State Building Code. Comments: • `Record' drawings of constructed building to be provided. Respectfully Submitted, Jarrett-Martin Engineers, PLLC (Special Inspector) ,,se.of 24,„ Kenneth A, Martin, P.E. I ' v.� Principal . ,� •�, r 0 of ► ,011, 0745a- e 1F 1► •.E.#74334 F:\DataFile\2001 Project Files\Great Frmpe 2001 Projects\01-054 Great Escape Venues\01-054.05 Compressor Building\E Submissions\01054.05 080507 Final R.of Spec.insp..doc 12 East Washington St., Glens Falls,NY 12801 518-792-2907/518-798-1864 Fax c,//t- 6 ' T Rough Plumbing I Insulation Insp ction Report Office No. (518) 761-8256 Date Inspectio equest received: Queensbury Building & Code Enforcement Arrive: m/P art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ik);-A._.,14, Yl��. Lk PERMIT#: O -.��� LOCATION: ram,-, `- . - INSPECT ON: r� �Et. z TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 '/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes a /Residential Check/Commercial Check Tyvek or imilar Exterior Sealant ent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 // i, Framing / Firestopping Inspection port t/r/ Office No. (518) 761-8256 Date Inspection s r • Queensbury Building&Code Enforcement Arrive: I = �� t7 m/ 742 Bay Road, Queensbury, NY 12804 Inspector's Init NAME: mm92411Iffir 34) ZEDV1 1.1E ERMIT#: LOCATION: r (== _ INSPECT ON: _ "�i'i/ 3 '" PE OF STRUCTURE: Y N ,NIA COMMENTS: Framing ccess 22"x 30" minimum Jack Studs/Headers ✓ Bracing/Bridging L-©�1 - -c- 1 i-t b E-kt Joist hangers ✓ NC C) 6c_E fir`. r P Jack Posts/Main Beams ‘4 Exterior sheeting nailed properly �'t>t te)Z tL 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches I Holes/Bearing Walls Metal Strapping for Notches Top Plate 10/D1 Yz(w) 16 gauge (8) 16D nails each side raft stopping 1,000 sq. ft. floor trusses '-'4..___Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 'A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Building&Codes Forms-0LDDBuilding&Codesllnspedion Forms r arcing Firestopping Inspection RepoRdoc Revised January 7,2008 / `- f f/ 6 ^ Rough PlumbingI Insulation Inspction Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspecto's rnitials: NAME: v TL.. t>" "/ ft< . PERMIT#: LOCATION: 0� b ,,. ' �� INSPECT ON: ! , • TYPE OF STRUCTURE: Y N NIA J Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes u - •n/Residential Check/Com rcial heck Tyvek or Similar Exterior Sealant yko • •- ent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 ming / Firestopping Inspection Report 9 Office No. 18) 761-8256 Date Ins ecti request received: Queensb Building& de Enforcement Arrive: ,cm/ Depart: am/pm 742 Bay Ro a ury,NY 12804 Inspector's Initials: `-1 '' NAME: 101 6 (.5 PERMIT#: `'' LOCATION: i enl�b oiv.t?.1, iep INSPECT ON: 4i-qe2 TYPE OF STRUCTURE: Y N N/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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/a(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall • Fire separation 1,2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 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 NI 5.0 sf grade C,61,,pi_4rie Ai- Abe fYila< Cr Rough Plumbing I Insulation Inspection Report } Office No. (518) 761-8256 Date lnspec -req ; «- - •: Queensbury Building &Code Enforcement Arrive:32 L5 a • • Y r : 3 ; j arr p2 742 Bay Road, Queensbury, NY 12804 Inspector's Initials C \ NAME: ; Lj PE" } IT#: 09)-Oa LOCATION: C- hGR IN `ECT ON: _\\ TYPE OF STRUCTURe \— o tA . �D� 6 ED, Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent (, Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test ,� Water Supply Piping ��/ r/Head % 0 P.S.I for 15 minutes /Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No du tape COMMENTS: • Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 717oto Foundation Inspection Report Office No.(518)761-8256 Date Inspection req ed Queensbury Building&Code Enforcement Arrive: i:ram epart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi { NAME: /am . PERMIT#: LOCATION: P kvre INSPECT ON: --j/ t ' TYPE OF STRUCTURE: Comments Y N N/A Footings — — Monolithic Slab n m Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM / -3 f-/-740-7 Foundation Inspection Report Office No.(518)761-8256 Date Inspection r44, est r iv- Queensbury Building&Code Enforcement Arrive: 7�t1D ; p Depart: .1;o 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: ;,,f NAME: 6re0,11 --cyc4-) C Pi e • I T#:LOCATION: J/?7 / 7 INSPECT ON: —21'' ` Y. — -.. ,.. .... TYPE OF STRUCTURE: Comments Y N N/A Footings 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 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/prn;-.. Depart: am/pm 742 Bay Road,Queensbury,NY f128 4 Inspector's Initials: '��.,J NAME: 1i! ��yl G -1-.-� PERMIT#: 44? 06 3 LOCATION: DATE: or' COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Banisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay 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 'h doors > 10%> 1000 sq.ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq. ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" • Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath I Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide 4C/eVe_P Eid Okay To Issue Temp. or Permanent C/O Okay To Issue C/C .c 'L c��f ( qes L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc✓ I e I • ere BRP Compressor Building Floor Joist 11 7/8" TJI® 210 @ 16" o/c TJ-Beam®6.30 Serial Number: User:2 2/19/20083:20:01 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pages Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 1=74;© Product Biagi am is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Storage-Light(psf): 125.0 Live at 100%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live/Dead/Uplift/Total 1 Timberstrand 3.00" Hanger 760/91 /0/852 1 11.88" N/A H1:Top None LSL Beam Mount Hanger 2 Stud wall 5.50" 4.25" 781 /94/0/875 N/A N/A N/A A3:Rim 1 Ply 1 1/4"x 11 7/8"0.8E TJ- Board Strand Rim Board® -CAUTION:Required bearing length(s)exceed the minimum shown in the iLevel®Builder's guide for single family residential applications. Limits:End supports, 3 1/2". Intermediate supports,3 1/2" with web stiffeners and 5 1/4"without web stiffeners. -See iLevel®Specifier's/Builder's Guide for detail(s): H1:Top Mount Hanger,A3: Rim Board HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood • Flanges Offset Slope Species 1 Top Mount Hanger ITS2.06/11.88 0/12 0 N/A No 0 N/A -Nailing for Support 1: Face:2-N10,Top 4-N10,Member:N/A DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 1000 1000 1655 Passed(60%) Rt.end Span 1 under Concentrated loading Vertical Reaction(Ibs) 995 995 1435 Passed(69%) Bearing 2 under Concentrated loading Moment(Ft-Lbs) 1736 1736 3620 Passed(48%) MID Span 1 under Floor loading Live Load Defl(in) 0.087 0.216 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.097 0.431 Passed(L/999+) MID Span 1 under Floor loading TJPro 62 30 Passed Span 1 -Deflection Criteria:STANDARD(LL:L/480,TL:L/240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'7"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. PROJECT INFORMATION: OPERATOR INFORMATION: 01-054.5 BRP Compressor Building Robert Holmes Jarrett-Martin Engineers, PLLC 12 E.Washington St. Glens Falls,NY 12801 Phone: (518)792-2907 Fax :(518)798-1864 bholmes@jarrett-martin.com ,yright 0 20077 by iLeve10, Federal Way, WA. TJIO,TJ-BeamO and TimberStrando are registered trademarks of inevelO. e-I Joist",ProTM and TJ-Pro:" are trademarks of iLevelO. Sampson .Strong-Tie° Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. F:\DataFile\2001 Project Files\Great Escape 2001 Projects\01-054 Great Escape Venues\01-054.05 Compressor Building\C Design\Calcs\01-054.5 080123 BRP Comp Build Floor Joist.sms • Ie'ie BRP Compressor Building Floor Joist 11 7/8" TJI® 210 @ 16" o/c TJ-Beam®6.30 Serial Number: User:2 2/19/20083:20:01 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(20"Span Rating)decking. The controlling span is supported by beams. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.39 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: 01-054.5 BRP Compressor Building Robert Holmes Jarrett-Martin Engineers, PLLC 12 E.Washington St. Glens Falls,NY 12801 Phone:(518)792-2907 Fax : (518)798-1864 bholmes@jarrett-martin.com Copyright 0 2007 by iLevelO, Federal Way, WA. 1\ITO,TJ-Beam0 and TimberStrando are registered trademarks of iLeveic. eel Joist'",Pro"' and TJ-Fro'' are trademarks of iLevetO. Simpson Strong-Tie° Connectors is a registered trademark of Simpson Strong-Toe Company, Inc. F:ADataFileA2001 Project FiiesVGreat Escape 2001 Projects\01-054 Great Escape VenuesV01-054.05 Compressor BuildingAC DesignACalcsV01-054.5 000122 BRP Comp Build Floor Joist.sms , >F ar Ieve BRP Compressor Building Floor Joist 11 7/8" TJI® 210 @ 16" o/c TJ-Beani®6.30 Serial Number: User:2 2/19/20063:20:01 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 3 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 8' 7.50" Max. Vertical Reaction Total (lbs) 852 875 Max. Vertical Reaction Live (lbs) 760 781 Selected Bearing Length (in) 4.25(W) Max. Unbraced Length (in) 55 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 86 -85 Max Shear at Support (lbs) 86 -86 Member Reaction (lbs) 86. 86 Support Reaction (lbs) 91 94 Moment (Ft-Lbs) 186 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 805 -789 Max Shear at Support (lbs) 805 -805 Member Reaction (lbs) 805 805 Support Reaction (lbs) 852 875 Moment (Ft-Lbs) 1736 Live Deflection (in) 0.087 Total Deflection (in) 0.097 PROJECT INFORMATION: OPERATOR INFORMATION: 01-054.5 BRP Compressor Building Robert Holmes Jarrett-Martin Engineers, PLLC 12 E.Washington St. Glens Falls,NY 12801 Phone: (518)792-2907 Fax :(518)798-1864 bholmes@jarrett-martin.com Copyright 0 2002 by iLevelo, Federal Way, WA. T.TTO,TJ-BeamO and TlmberSStrandO are registered trademarks of iLevelo. e-1 Joist^',Pro"' and TJ-Pro^' are trademarks of iLevelo. Simpson Strong-TieO Connectors is a registered trademark of Simpson Strong-Tie Company, _Inc. F:\DataFile\2001 Project Files\Great Escape 2001 Projects\01-054 Great Escape Venues\01-054.05 Compressor Building\C Design\Calcs\01-054.5 Od012.3 BRP Comp Bui.Id Floor Joist.sms s _ . eveFlush Header-Floor System-Compressor Building �;. 2 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam® LVL TJ-Beam®6.30 Serial Number: User:2 2/19/2008 3:14:08 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 1I #4,E 12'4" Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:4'9" Primary Load Group-Storage-Light(psf): 125.0 Live at 100%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 5.50" 4.25" 3661 /510/0/4172 A3: Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® 2 Stud wall 5.50" 4.25" 3661 /510/0/4172 A3:Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® -See iLevel®Specifier's/Builder's Guide for detail(s):A3:Rim Board DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 3946 -3192 7897 Passed(40%) Rt.end Span 1 under Floor loading Vertical Reaction(lbs) 4172 4172 6322 Passed(66%) Bearing 2 under Floor loading Moment(Ft-Lbs) 11510 11510 17848 Passed(64%) MID Span 1 under Floor loading Live Load Defl(in) 0.296 0.292 Passed(LJ473) MID Span 1 under Floor loading Total Load Defl(in) 0.337 0.583 Passed(L/415) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 12'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 lbs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Distribution product listed above. -Note:See iLevel®Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 01-054.5 Compressor Building Robert Holmes Jarrett-Martin Engineers, PLLC 12 E.Washington St. Glens Falls,NY 12801 Phone:(518)792-2907 Fax : (518)798-1864 bholmes@jarrett-martin.com Copyright 0 2007 by iLecelo, Federal Way, WA. Microllamo is a registered trademark of i.LevelO. eveFlush Header-Floor System-Compressor Building ei 2 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam® LVL TJ-Beam®6.30 Serial Number: User 2 2/19/2008 3:14:08 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 11' 8.00" Max. Vertical Reaction Total (lbs) 4172 4172 Max. Vertical Reaction Live (ibs) 3661 3661 Max. Unbraced Length (in) 148 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 390 -390 Max Shear at Support (lbs) 483 -483 Member Reaction (lbs) 483 483 Support Reaction (lbs) 510 510 Moment (Ft-Lbs) 1408 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 3192 -3192 Max Shear at Support (lbs) 3946 -3946 Member Reaction (lbs) 3946 3946 Support Reaction (lbs) 4172 4172 Moment (Ft-Lbs) 11510 Live Deflection (in) 0.296 Total Deflection (in) 0.337 PROJECT INFORMATION: OPERATOR INFORMATION: 01-054.5 Compressor Building Robert Holmes Jarrett-Martin Engineers,PLLC 12 E.Washington St. Glens Falls,NY 12801 Phone:(518)792-2907 Fax :(518)798-1864 bholmes@jarrett-martin.com Copyright 0 2007 by iLevelO, Federal Way, WA. Mi-rollamQ is a registered trademark of iLevelo. w . 1 afrl Roof Joist-Compressor Building 1 1/2" x 7 1/4" 1.4E Solid Sawn Spruce Pine Fir#2 @ 24" o/c TJ-Beam®6.30 Serial Number: User 2 1/31/2008 4:16:03 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 5/12 Roof Slope5.12 Overall Dimension:7' -111 1' a 6' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Snow(psf): 56.5 Live at 115%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 5.50" 5.50" 460/132/0/592 By Others None 2 Stud wall 5.50" 5.50" 347/95/0/443 By Others None -See iLevel®Specifier's/Builder's Guide for detail(s):By Others DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 413 298 1126 Passed(27%) Lt.end Span 1 under Snow loading Vertical Reaction(Ibs) 592 592 3506 Passed(17%) Bearing 1 under Snow loading Moment(Ft-Lbs) 517 517 1521 Passed(34%) MID Span 1 under Snow ALTERNATE span loading Live Load Defl(in) 0.038 0.292 Passed(U999+) MID Span 1 under Snow ALTERNATE span loading Total Load Defl(in) 0.047 0.390 Passed(U999+) MID Span 1 under Snow ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U240,TL:U180).Additional checks follow. -Left Overhang:(LL:0.200", LL:0.200"). -Allowable moment was increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'7"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. -The load conditions considered in this design analysis include alternate member pattern loading. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: Robert Holmes Jarrett-Martin Engineers,PLLC 12 E.Washington St. Glens Falls,NY 12801 Phone: (518)792-2907 Fax : (518)798-1864 bholmes@jarrett-martin.com Copyright 0 2007 by iLevelO, Federal Way, WA. :eve Roof Joist-Compressor Building Wa,,P,::fl,,;m 1 112" x 7 1/4" 1.4E Solid Sawn Spruce Pine Fir#2 @ 24" o/c TJ-Beam®6.30 Serial Number: User 2 1/31/20084:16:03 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 3 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 1' 2.75" 5' 4.75" Max. Vertical Reaction Total (lbs) 592 443 Max. Vertical Reaction Live (lbs) 460 347 Selected Bearing Length (in) 5.50(W) 5.50(W) Max. Unbraced Length (in) 91 91 91 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) -14 67 -62 Max Shear at Support (lbs) -40 92 -83 Member Reaction (lbs) 132 83 Support Reaction (lbs) 132 95 Moment (Ft-Lbs) 0 -25 106 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) -64 298 -279 Max Shear at Support (lbs) -179 413 -372 Member Reaction (lbs) 592 372 Support Reaction (lbs) 592 427 Moment (Ft-Lbs) 0 -110 476 Live Deflection (in) -0.021 0.033 Total Deflection (in) -0.027 0.043 ALTERNATE span loading on odd # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) -64 82 -46 Max Shear at Support (lbs) -179 108 -67 Member Reaction (lbs) 287 67 Support Reaction (lbs) 287 79 Moment (Ft-Lbs) 0 -110 70 Live Deflection (in) 0.007 -0.005 Total Deflection (in) 0.001 0.005 ALTERNATE span loading on even # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) -14 283 -295 Max Shear at Support (lbs) -40 397 -388 Member Reaction (lbs) 437 388 Support Reaction (lbs) 437 443 Moment (Ft-Lbs) 0 -25 517 Live Deflection (in) -0.028 0.038 Total Deflection (in) -0.034 0.047 PROJECT INFORMATION: OPERATOR INFORMATION: Robert Holmes Jarrett-Martin Engineers, PLLC 12 E.Washington St. Glens Falls,NY 12801 Phone: (518)792-2907 Fax :(518)798-1864 bholmes@jarrett-martin.com Copyright 0 2007 by iLevelO, Federal Way, WA. evee Roof Joist-Compressor Building 1 1/2" x 7 1/4" 1.4E Solid Sawn Spruce Pine Fir#2 @ 24" o/c TJ-Beam®6.30 Serial Number: User 2 1/31/2008 4:16:03 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -(Minimum cut length)=(Overall horizontal length)x 1.083+3" PROJECT INFORMATION: OPERATOR INFORMATION: Robert Holmes Jarrett-Martin Engineers, PLLC 12 E.Washington St. Glens Falls,NY 12801 Phone:(518)792-2907 Fax :(518)798-1864 bholmes@jarrett-martin.com Cnpyrlght 0 2007 by iLevelA, Federal Way, WA. Arch Wind 98 4 3 6 4 4E 3 2 4E 3E 2 6E 2E /'lam2E CASE B CASE A 1 li 5 lE lE SE a ja Wind Wind MAX AND MIN PRESSURE VALUES FOR EACH AREA: MAX.COMBINED VALUES LOW RISE STRUCTURE MAIN WIND RESISTING VALUES FOR DESIGN Overturning combinations do not include internal pre PRESSURE VALUES FOR CASE A WIND DIRECTION: Roof pressures do include internal pressure. C (AREA 1)P=8.86 psf,4.42 psf Total Combined Loads (AREA 2)P=-3.41 psf,-7.85 psf Across Sides 1 and 4 (AREA 3)P=-3.54 psf,-7.98 psf Max P(CASE A)= 11.75 psf (AREA 4)P=-2.89 psf,-7.33 psf Max P(CASE B)= 10.00 psf (AREA 1 E)P= 11.74 psf,7.30 psf (AREA 2E)P=-6.68 psf,-11.13 psf Total Combined Loads (AREA 3E) P=-5.78 psf,-10.22 psf Across Sides 1 E and 4E (AREA 4E) P=-5.16 psf,-9.61 psf Max P(CASE A)= 16.90 psf Max P(CASE B)= 10.00 psf PRESSURE VALUES FOR CASE B WIND DIRECTION: Total Combined Loads (AREA 1) P=-3.33 psf,-7.77 psf Across Sides 5 and 6 (AREA 2)P=-6.29 psf,-10.74 psf Max P(CASE B)= 10.00 psf (AREA 3)P=-2.34 psf,-6.79 psf (AREA 4)P=-3.33 psf,-7.77 psf Total Combined Loads (AREA 5) P=7.16 psf,2.71 psf Across Sides 5E and 6E (AREA 6) P=-1.36 psf,-5.80 psf Max P(CASE B)= 12.83 psf (AREA 1 E)P=-3.70 psf,-8.14 psf (AREA 2E)P=-10.98 psf,-15.43 psf Roof Area 2 Max Values (AREA 3E) P=-4.32 psf,-8.76 psf There is no downward pressure (AREA 4E) P=-3.70 psf,-8.14 psf Uplift P=-10.74 psf (AREA 5E) P=9.75 psf,5.31 psf (AREA 6E)P=-3.09 psf,-7.53 psf Roof Area 3 Max Values There is no downward pressure NOTES: Uplift P=-10.00 psf When combining values to obtain the worst case load on the frame. Roof Area 2E Max Values the resultant pressure used must be greater than 10 psf. If not There is no downward pressure use 10 psf. Uplift P=-15.43 psf The above pressure values include effects from internal pressure. Roof Area 3E Max Values There is no downward pressure Uplift P=-10.22 psf 5,c. ttCS ( W9. (0 .2 , 1 1 boci - G -2- , ( 2) Page 1 of 2 ArchWind 98 : CONSTANTS: Building Width= 12.30 ft Building Length= 18.00 ft Roof Mean Height=20.00 ft Roof Angle=22.60 deg Dimension a=3.00 ft EQUATION CONSTANTS: Pressure based on ASCE 7-98 EQ.(6-16) Low Rise Buildings, Main Structure P=q(GCpf+GCpi)and P=q(GCpf-Gcpi) Kz=0.70 Vel. Pressure Coef. Kzt= 1.00 Topographic Factor Kd=0.85 Wind Direction Factor V=90.00 mph I = 1.00 Importance Factor q= 12.34 psf Velocity Pressure GCpi=0.18(+-)Internal Pressure Coeff. Exposure=B Importance Cat.=2 The following are Area external pressure coef.s used: GCpf Values: (AREA 1)Case A=0.54 (AREA 2)Case A =-0.46 (AREA 3)Case A =-0.47 (AREA 4)Case A=-0.41 (AREA 1 E)Case A=0.77 (AREA 2E)Case A=-0.72 (AREA 3E)Case A=-0.65 (AREA 4E)Case A=-0.60 (AREA 1)Case B=-0.45 (AREA 2)Case B=-0.69 (AREA 3)Case B=-0.37 (AREA 4)Case B=-0.45 (AREA 5)Case B=0.40 (AREA 6)Case B=-0.29 (AREA 1 E)Case B=-0.48 (AREA 2E)Case B=-1.07 (AREA 3E)Case B=-0.53 (AREA 4E)Case B=-0.48 (AREA 5E)Case B=0.61 (AREA 6E)Case B=-0.43 Page 2 of 2 4. Archon Snow Loads INPUT DATA: Ground snow load= 60.0 psf Type of Roof is Hip or Gable Roof slope angle = 22.6 Deg. Importance Category= II Exposure Category= B Structure is Partially Exposed Roof thermal condition is Cold Roof Roof is Unheated Roof surface is slippery FACTORS: Exposure factor(Ce) = 1.00 Importance factor(I) = 1.00 Thermal factor(Ct)= 1.20 Slope factor(Cs) = 0.86 Unit weight of snow= 21.8pcf Ground Snow Load=60.0 psf SNOW LOADS: Gable or Hip Roofs. Balanced Loading: Uniform load over entire roof=43.4 psf Unbalanced Loading: No load on one side of roof. Uniform load on other side = 56.5 psf r JARRETT - MARTIN ENGINEERS, PLLC Job O/-0S d 36 Cipye` e reu i Ui PROFESSIONAL ENGINEERING Sheet# `I' / of 12 East Washington Street Calculated by /41,4 ny Date An•' Glens Falls, New York 12801 Checked by Date 518-792-2907 Fax 518-798-1864 Scale COSE -_GA A;t' • • 7 1 (7,/ .._.W4 1 1_...•, ''At 't�vr Nero �r ..... d�a. �'il�i'7�KRAq Roo.f - + ( s ptfl 5 ,5plc ) i, _ ;d,► 1 o � o 2N 6 € I `o.c, (i,$)(s. .):--sz.st:•,' 4 ' •, i • . r'' •• • I ) • , , „6. q, )(,,,,i- (5,4-y,,, ) , v - „, „.., , „ ,.. „, ... ,.,, , .,,.. . . ., , 5ef-'02,- .15, 6 is) . , .., „..„ •,.,. . , ,(ifs) _.-.. .1540.i - o c saeA c.kk byry., a yo JARRETT — MARTIN ENGINEERS, PLLC Job Q/-455.5 Colia o. -P' ev PROFESSIONAL ENGINEERING Sheet# 2., of 12 East Washington Street Calculated by /0424.-,f Date 0014r- Glens Falls, New York 12801 Checked by Date 518-792-2907 Fax 518-798-1864 Scale FCCle. fC, (c4 )yst5,4 . I = i, so .1,6)(1ae5 fszo 9 CIA , Fe.4= IS a9 i F E= t< dG ` Q.3,_• I,y , �g 45404 (t C fa) i 7- (2.041/e SY' Liu)ooc 1575-7 C z . ..a+. _..1 1 :.... e3 i..s a .._.. 1 + (3o3 IJ2e/3) _. !!.J,, 1 8 Co, . o ;16 ,22 1 /Z.{ 0,2— • ih I6:1-, 0,-)c — NITC-)7S4 3 — 0.is e = 04?S -- ,Si3 Q35 .0,56 Cp r--: (), I9 fajc -r—' 1524,1 (c),Ic.;) F► = 2." ' r .r.. v V] p Two-!1w.ic.r j r . (IL, ., v :2`'f,7 n -*-- (.1( Columnf 2000 International Building Code(01 NDS)1 Ver: 7.01.10 By: Kenneth Martin , Jarrett-Martin Engineers, PLLC on: 01-29-2008 : 1:48:31 PM Project: -Location: ,,-------- Summary: 1.5 IN x 5.5 IN x 17 FT/#2-Spruce-Pine-Fir-Dry Use (f, 0 Section Adequate By: 17.1% ,, Vertical Reactions: Live: Vert-LL-Rxn= 670 LB Dead: Vert-DL-Rxn= 146 LB <''=--- Total: Vert-TL-Rxn= 816 LB Horizontal Reactions: Total Reaction at Top of Column: TL-Rxn-Top= 128 LB Total Reaction at Bottom of Column: TL-Rxn-Bottom= 128 LB Horizontal Deflection: Deflection due to lateral loads only: Defl= 0.97 IN = L/211 Axial Loads: Live Loads: PL= 670 LB �- Dead Loads: PD= 120 LB tom` Column Self Weight: CSW= 26` LB Total Loads: PT= 816 LB Eccentricity(X-X Axis): ex= 0.00 IN Eccentricity(Y-Y Axis): ey= 0.00 IN Axial Duration Factor: Cd-Axial= 1.00 Lateral Loads: (Wind/Seismic) Loads applied to: (Dy Face) Uniform Lateral Load: wL-lat= 15 PLF Lateral Duration Factor: Cd-lat= 1.33 Column Data: Length: L= 17.0 FT Maximum Unbraced Length (X-X Axis): Lx= 17.0 FT Maximum Unbraced Length (Y-Y Axis): Ly= 0.0 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section (X-X Axis): dx= 5.50 IN Column Section(Y-Y Axis): dy= 1.50 IN Area: A= 8.25 IN2 Section Modulus(X-X Axis): Sx= 7.56 IN3 Section Modulus(Y-Y Axis): Sy= 2.06 IN3 Slenderness Ratio: Lex/dx= 37.09 Ley/dy= 0.0 Properties For:#2-Spruce-Pine-Fir Compressive Stress: Fc= 1150 PSI Bending Stress(X-X Axis): Fbx= 875 PSI Bending Stress(Y-Y Axis): Fby= 875 PSI Modulus of Elasticity: E= 1400000 PSI Adjusted Properties: Fbx': Fbx'= 1513 PSI Adjustment Factors: Cd=1.33 CF=1.30 CI=1.00 Fby': Fby'= 1740 PSI Adjustment Factors: Cd=1.33 CF=1.30 Cfu=1.15 CI=1.00 Fc': Fc'= 293 PSI Adjustment Factors: Cd=1.33 Cf=1.10 Cp=0.17 Column Calculations(Controlling Case Only): Controlling Load Case:Axial total Load and Lateral loads(D+0.75[L+W] Compressive Stress: fc= 79 PSI Allowable Compressive Stress: Fc'= 293 PSI Eccentricity Moment(X-X Axis): Mx-ex= 0 FT-LB Eccentricity Moment(Y-Y Axis): My-ey= 0 FT-LB Moment Due to Lateral Loads(X-X Axis): Mx= 406 FT-LB Bending Stress Lateral Loads Only(X-X Axis): fbx= 645 PSI Allowable Bending Stress(X-X Axis): Fbx'= 1513 PSI Bending Stress Lateral Loads Only(Y-Y Axis): fby= 0 PSI Allowable Bending Stress(Y-Y Axis): Fby'= 1740 PSI Combined Stress Factor: CSF= 0.65 .,'0 cli Zoo, f 6 17 / Column(2000 International Building Code(01 NDS)1 Ver: 7.01.10 By: Kenneth Martin , Jarrett-Martin Engineers, PLLC on: 01-29-2008 : 1:32:5 PM Project -Location: Summary: 1.5 IN x 5.5 IN x 17 FT/#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 17.1% Vertical Reactions: Live: Vert-LL-Rxn= 0 LB Dead: Vert DL-Rxn= 26 LB Total: Vert-TL-Rxn= 26 LB Horizontal Reactions: Total Reaction at Top of Column: TL-Rxn-Top= 128 LB Total Reaction at Bottom of Column: TL-Rxn-Bottom= 128 LB Horizontal Deflection: Deflection due to lateral loads only: Defl= 0.97 IN = U211 Axial Loads: Live Loads: PL= 0 LB Dead Loads: PD= 0 LB Column Self Weight: CSW= 26 LB Total Loads: PT= 26 LB Eccentricity(X-X Axis): ex= 0.00 IN Eccentricity(Y-Y Axis): ey= 0.00 IN Axial Duration Factor: Cd-Axial= 1.00 Lateral Loads: (Wind/Seismic) Loads applied to: (Dy Face) Uniform Lateral Load: wL-lat= 15 PLF Lateral Duration Factor: Cd-Iat= 1.33 Column Data: Length: L= 17.0 FT Maximum Unbraced Length (X-X Axis): Lx= 17.0 FT Maximum Unbraced Length (Y-Y Axis): Ly= 0.0 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section (X-X Axis): dx= 5.50 IN Column Section (Y-Y Axis): dy= 1.50 IN Area: A= 8.25 I N2 Section Modulus(X-X Axis): Sx= 7.56 IN3 Section Modulus(Y-Y Axis): Sy= 2.06 IN3 Slenderness Ratio: Lex/dx= 37.09 Ley/dy= 0.0 Properties For:#2-Spruce-Pine-Fir Compressive Stress: Fc= 1150 PSI Bending Stress(X-X Axis): Fbx= 875 PSI Bending Stress(Y-Y Axis): Fby= 875 PSI Modulus of Elasticity: E= 1400000 PSI Adjusted Properties: Fbx': Fbx'= 1513 PSI Adjustment Factors: Cd=1.33 CF=1.30 CI=1.00 Fby': Fby'= 1740 PSI Adjustment Factors: Cd=1.33 CF=1.30 Cfu=1.15 C1=1.00 Fc': Fc'= 293 PSI Adjustment Factors: Cd=1.33 Cf=1.10 Cp=0.17 Column Calculations(Controlling Case Only): Controlling Load Case:Axialhard Dead Load and Lateral loads(D+W or E) Compressive Stress: fc= 3 PSI Allowable Compressive Stress: Fc'= 293 PSI Eccentricity Moment(X-X Axis): Mx-ex= 0 FT-LB Eccentricity Moment(Y-Y Axis): My-ev= 0 FT-LB Moment Due to Lateral Loads(X-X Axis): Mx= 542 FT-LB Bending Stress Lateral Loads Only(X-X Axis): fbx= 860 PSI Allowable Bending Stress(X-X Axis): Fbx'= 1513 PSI Bending Stress Lateral Loads Only(Y-Y Axis): fby= 0 PSI Allowable Bending Stress(Y-Y Axis): Fby 1740 PSI Combined Stress Factor: CSF= 0.57 c fi Ieve 01-054.5 Compressor Building Drop Header 3 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam® LVL TJ-Beam®6.30 Serial Number: User 2 1/23/2008 4:18'06 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 11-51 9' Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:7' Primary Load Group-Manufacturing-Light(psf): 125.0 Live at 100%duration,30.0 Dead, 10.0 Partition Secondary Application Loads-Snow(psf):56.5 Live SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 5717/1337/0/7055 L1:Blocking 1 Ply 1 3/4"x 11 7/8" 1.9E Microllam®LVL 2 Stud wall 3.50" 3.50" 5717/1337/0/7055 L1: Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam®LVL -See iLevel®Specifier's/Builder's Guide for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 6793 -5046 13622 Passed(37%) Rt.end Span 1 under Snow loading Vertical Reaction(Ibs) 7055 7055 7809 Passed(90%) Bearing 2 under Snow loading Moment(Ft-Lbs) 14719 14719 30788 Passed(48%) MID Span 1 under Snow loading Live Load Defl(in) 0.139 0.289 Passed(U748) MID Span 1 under Snow loading Total Load Defl(in) 0.172 0.433 Passed(L/606) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Distribution product listed above. -Note:See iLevel®Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 01-054.5 Compressor Building Robert Holmes Jarrett-Martin Engineers,PLLC 12 E.Washington St. Glens Falls,NY 12801 Phone: (518)792-2907 Fax :(518)798-1864 bholmes@jarrett-martin.com Copyright O 2007 by iLevelO, Federal Way, WA. i.licrollam0 is a registered trademark of iLevele. F:\Dal:aFile\2001 Project Files\Great Escape 2001 Projects\01-054 Great Escape Venues\01-054.05 Compressor Building\C Design\Cat_s\01-054.5 0°0!23 DPP Comp Build Drop Header.sms ry eve ` 01-054.5 Compressor Building Drop Header 3 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam® LVL TJ-Beame 6.30 Serial Number: User:2 1/23/2008 4:18:06 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 8' 8.00" Max. Vertical Reaction Total (lbs) 7055 7055 Max. Vertical Reaction Live (lbs) 5717 5717 Max. Unbraced Length (in) 108 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 957 -957 Max Shear at Support (lbs) 1288 -1288 Member Reaction (lbs) 1288 1288 Support Reaction (lbs) 1337 1337 Moment (Ft-Lbs) 2791 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 3773 -3773 Max Shear at Support (lbs) 5080 -5080 Member Reaction (lbs) 5080 5080 Support Reaction (lbs) 5275 5275 Moment (Ft-Lbs) 11006 Live Deflection (in) 0.096 Total Deflection (in) 0.128 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 5046 -5046 Max Shear at Support (lbs) 6793 -6793 Member Reaction (lbs) 6793 6793 Support Reaction (lbs) 7055 7055 Moment (Ft-Lbs) 14719 Live Deflection (in) 0.139 Total Deflection (in) 0.172 PROJECT INFORMATION: OPERATOR INFORMATION: 01-054.5 Compressor Building Robert Holmes Jarrett-Martin Engineers,PLLC 12 E.Washington St. Glens Falls,NY 12801 Phone:(518)792-2907 Fax :(518)798-1864 bholmes@jarrett-martin.com Copyright 0 2007 by iLeve!O, Federal Way, WA. Microilamo is a registered trademark of iLevel©. F:\DataFile\2001 Project Files\Great Escape 2001 Projects\01-054 Great Escape Venues\01-054.05 Compressor Building\C Design\Calcs\01-054.5 0;?,0123 Bet Comp Build Drop Header.sms