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HomeMy WebLinkAbout026-080-001026-080-001 PERMIT#97-1952 ALEXANDER, Felicia 7047 Melvina, Palermo Cont: Royal Flush Plbg Repair Gas Line/SF I 026-080-001 PERMIT#98-2890 LUCAS, Dixie 7047 Melvina Ave., Palermo New Pri Det Garage .-RESIDENTIAL',-; r - I 026-080-001 PERMIT#98-2890 ` LUCAS, DiRie - _ .. PERMIT NO 7047-Melvina"Ave., Pal'erino—o-- ' New Pri Det Garage PERMIT EXF"---.; OWNER CONTR. ASSESSOR PARCEL LOCATION i I CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS I VERIFY Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG! JOB FINALED a Slanature 1 I V=OK 0 a Not OK N`Redtay MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requiremertb - Setbacks - Easements 2. Spas; Special MH Support Sketch 3. Sewer location-Teat-Fal•CA-Corxxets 4. Water; Location -Ted -Easement Needed (Sketch) S. Electricity; Locador►Ciearances•Gmd / /AmpC*mte 6. Gas; Location-Test•Wrap; / M''R / /Nat or/ /'L'11./ /LPG 7. Well Clearance 3 Disoonnect 8. Utility Clearance 9. S'id'ing; Naifing-VeneerStucco-Mesh 10. Root Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Inning Requirements- Setbacks Easements s Date 2. Footings; Sbm-Spacng-Marriage Line Date 3. Gas; MH Test DemerxWahe-Connector 4. Electricity; MH Test Cro�reakers-Ciearances 5. Drain; MH Test-FaFHexConnector 6. Water, MH Te"egulatoW"nector 7. Water and Sewer Connected -CIO to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -We -Installation CerL 10. Exits; Insp.Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'a 1. Zoning RequirementsSelbacks-Easements 2. Footings; SalsSize-DepthSpadrp�Connectors-Sted 3. Decks; Girders and/or Joists-Decking-BracingStairs-Raas 4. Wood Awn.; Posta-Beams-Rftrs.-Cameciom Shthg.-Rfg.-Bracing S. Alum. Awn.; Columns-Connections-Sprxaecal Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fang.; Sils-AnchorsStuds•RItm-Trusses 9. S'id'ing; Naifing-VeneerStucco-Mesh 10. Root Shthg-Roofing 11. Ext: Steps -Doors ndings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'a 1. Selbaccs•Easements 2. Sails; CompactimStnrcere Stability 3. Pod Structrre; Sleel-Connections-Thickness Dead MenA ining 4. Elec.: Receptacles and Lighting. Diatance-GH S. Elec.. Pod Lighting; 15 VdW-GFI 6. Elec.; Enclosures; Conduit Er*kWTermineb- Jsted 7. Elec.: Bandrng: Metal wX-Cira1ating Equip. -Heater 8. Elec.; Gmurndng; Equip. w/9 Chi"ting Equip. -Pool LBhtg. Boxe9*jxIosures-Paneboard94nL to Man in Conduit 9. Health Department Approval 10. Plumb.: Cir. TeslAftter Supply Test 11. light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 OK Not RESIDENTIAL = Not Applicable • = Not Ready Date UNDERFLOOR (Plans) OK except ft 1. ZoningSetbacks-Easments-Flood-Sk)pe 2. Ftg., Main; Soils-Elec. Gmd. / P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ t Ftg. Depth S. Stennvalls, Main; Steel-Blockouts-Wrapped 6. Stemwafls, Garage; Steet-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Stec+ Wrapped 8. Piers -Fireplace Ftg.-Steel 9. O.W.V.; Fatting -Test -2 Way C/O -S Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test-Anchors-RegutatorService Test 12. Electric Underground 13. Pienums & Ducts; Clearance-MaterialSupport4ns. 14. GirdersSMs-Anchor Bolts,lcists Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (PwmQ OK Vicept ft 17. Water Htr; Vent - Air Baffle 18. Water Pipe: Test & Anchor -Na Protec bon 19. D.W.V.; Test Fittings b AnchoFNal Protection 20. Shower Pan; Test. First Flomllub Access 21. Test Tub & Shower, Second FboFTub Access 22. Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permd) OK waeept ^ 23. Fomue & Transformer Clearance -Ins. Protection 24. Elec. Receptacles SpackVAjgfits b Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Ramex kistalled Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Charts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / 1a• Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or A40ven Circ. / / ga Cu or At Insulated Neutral 0 Yes 0 No 31. Sen, ce Riser Conductors & Ground -Main Disconect (Single & Duplex) Dat* FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlfn-mff Brac: Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgc & Dimensions 51. Garage Fire Protection Framing 52- Property Line Firewall & Openings 53. Ext Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 65. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass ProtectionSkyGghts•Plastic 59. Shear Walls: Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation-Walls-Cetlings 62. Infiltration-WallsWindows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except it's 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. d Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove. Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int & Ext 72. Kit Fat & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit Counter 74. Garage Fire Door: Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec, d Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 NoANalks 0 Yes 0 No/Pianters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect. Electrical. Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet LighEShower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except M's 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B -t Date Card B-1 Date Card B-1 Date FRAMING (Pians) OK except *'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof 44. Fire4tops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Dat* FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlfn-mff Brac: Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgc & Dimensions 51. Garage Fire Protection Framing 52- Property Line Firewall & Openings 53. Ext Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 65. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass ProtectionSkyGghts•Plastic 59. Shear Walls: Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation-Walls-Cetlings 62. Infiltration-WallsWindows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except it's 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. d Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove. Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int & Ext 72. Kit Fat & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit Counter 74. Garage Fire Door: Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec, d Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 NoANalks 0 Yes 0 No/Pianters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect. Electrical. Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541ng I?�N (Rev. 12/96) APPLICATION AND PERMIT - ASSESSOR PARCEL NUMBER 026-080-001 ZONIA I I� BUILDING PERMIT OWNER DIXIE LUCAS533-4222 TELEPHONE SO. FT. OCC. BUILDING VALUATION 910 U 1'6 380. OWNER'S MAIUNG ADDRESS 704470 MEAVE. PALERMO C0NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 180.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 117-00 BUILDING ADDRESS 7047 MELVINA AVE.- PALERM10 Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE PRI DET GARAGE/STG SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GJ W1 1@20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lawforthe following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the wor ers' compensation pro isions of section 3700 of the Labor Code, I shall f ith comply with those rovisions. X Z7 J Date is is _ Signature of App icant- Owner ❑Contractor ❑Agent An OSHA permit is requir d r excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. '' Main Service 200A TO ,000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. 8 ACC. S.3.5¢FT. ptON�j�.pO�IpT' MULTI -OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. OLmFr OR FDRURES 20 @ 1.00 Ex. Occu BAL .50 Ex. Occup. DFlxU TS AaSD OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE : MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspectio Fee $ Q�; V cols ' TO ALF E $ 317.0 HAz. D FEES I 00ZEq COF _ P EL PD HD Iss This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. v" /,A)Ae By to2b 7 PERMIT EXPIRES ON 2 3U Date Receipt No. /bM WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF Df VfLOPNENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, C OMA ' 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: l Lf L- it c Ajr ASSESSOR PARCE�mitted d Z -!o D 6 —01 Proposed Building Use: Building Inspector:Date: / Z At time of permit application, I was dvised the following data must beior to permit p eroc ssing and/or issuance: Date Received By ❑ 1. All items have been submitted .-------------1---------------------------------------------------------------------- �Plot plans, 3/4 sets, signed by the preparer df plans- =---------------------- ----------------------------------- b'V. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- . Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- ❑ 8. Hazardous Material Form.------------------------------------- 119. ------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ 061::gees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.----------------------------------------------------------------- ❑ 12./2. C ' omia Department of Forestry plan approval/fees. -------------------------------------- =------------------ 't�'I3. ood elevation certificate. -------------------------------------------------------------------- �Sanitation and plot plan approval OPZ\J) WHealth Department. Z9��------------- 7 -------------------- ,Clty of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ---------------- -- 0 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 1.9:,Encr'oactiment-Permit for, driveway.(construction approval prior to occupancy). --------------------- ❑20. Pre`mspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). " 1122. Workers' Compensation carrier and policy number. 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 1124. Letter of signature authorization. ------------------------------------------ ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ----------- ❑ 26. Letter of intent on building use. -------------------------------------------- (Date) 027. Manufactured Home utility clearance. --------------------------------------------------------------------------- P28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- E130. -------------- ! 130. Other: ------- When you issue the permits , rocess as follows ❑ Mail to owner, []Mail to contractor. Lelephone J�� r—T�'a' �— and hold for pickup at OPV Deliver wA inspector. d Applicant /,�,_.ate: �C s / O Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollu ion Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by []'phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans revi&€�'"�'. , Date: Plans approved by: �.� /� Date: Sets ofplans oilhold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by Date: Yellow Copy - Department of Development Services, Building Division. ��y(� ✓1 G , p� { E.H. YSE ONLY Plot Plan Attached . Floor Plan Attached Sent to B.D. L_ / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Luc PS Owner Location AP# Plan Approved for: Sewage Disposal Water,upply: Public Private Well "� � l L Clearance for dwelling. Other X Z� �Ah e. �— wd5 ><J Hold final for: Final clearance O.K. for: NOTE: /� Environmental Health Specialist 8/96 Z, --g -9 B Date OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your sib, Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. QI personally plan, to provide the major labor and materials for construction of the proposed property improvement: YES)( NO ❑ 1PI HAVE ,O HAVE NOTA signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: N -A1 : ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 'a 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: MIN PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER:__ / DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION - -1 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property;. . improvements specified. sc�si For your protection, you should be aware that as "owner -builder" you are the responsible party of; mi rd on acuh;i. a permit. Building permits are not required to be signed by property, owners unless they are personally performing t4eir' own work. If your work is being performed by someone'other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business . license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should ; be aware of the following information foryour benefit and protection: .i 4 a �y s7 fc � � n If you employ or otherwise engage an persons other than 'your immediate famil , and the work incl ` Y P YY P Y Y C. uding materials." `:: �, and other costs) is 5300 or more for the entire project, and such persons are, not licensed as contras o ..Or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and"you4tire subject to several obligations.including state. and. federal income tax..withholding, federal ..social securi!y, workers compensation instuarice, disability insurance costs; and unemployment compensation eontributiotas ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially; ser'lotis with respect to worker's compensation insurance.' ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Servici tied, if you wish, the U.S. Small Business Administration). For more specific information about your obligations hider State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. , PTT -4 If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under`Iimite'd conditions.. r A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally:l3uilding ' permits are not required to be signed by property owners unless they are performing their own work personally., -— Information about licensed contraggrs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" tin the reverse side of this form so that we can confirm that.you are aware of these matters. The building permit will not be issued until the verification is returned. r rely, /1;(� Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner-Builder,lnjormation is required by Secllon 19830 of the Calljornla Health and Safety Coda f OVER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT q?-tN90 ASSESSOR PARCEL NUMBER Q ' D D ZONING BUILDING PERMIT OWNER 'Dixie TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 64 v� e CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 11,72jo SUILDINGADDRESS 7� I Energy Pian Checking Fee $ $ PERMIT FEE $ s© LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE �+ SF ❑ Duplex O Mobilehome ❑ Other sPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New M Addition ❑ Remodel ❑ Utilities ❑ Installation O Other O p Describe Work:�'���^ /�� �jQZ/'r�� .. Ua`f �%G� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 S G W Mobile Home46 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 a00V OR LESS Main Service zo AOR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. — ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00so WEE200A CCU000A NEW CONST. DWELLING Occup. OR ( ACC. 3.52sFr°: CONS. MUALCCC. NON-RESIDONS. UTLET @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. FJc, OCCU OUTLET OR PDRURES BAL p 1.00 .w Ex. Occup. ouT1EED R = -.)o ER.. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall with comply with a provisions. X Date Signature/of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ (� MAZ. p, PEES IMP FLooD COF PARCEL PD I HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANAR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT m Z - LO Z tA • . . . .... . . . (b (b 1;2 4)s w . . . ...... Butte County Environmental Health --,Ot Dat � cf) S!gnature i N U 9jn4eubjS T 4 C;/ - ---------------- qlIeGH. JeJU9L4UOJIAU:l AjunoD allng Tv C-7/7 13'f 7,7 - 10 SA rase Pv up% UD /* Of ALL OCNURS .4 MLI, OF- OL -AS Null 4v sq)e A BACA. ?ROPE. SVA LNE ji7l ,muc, ON - 7t d c,- cl, tsol .. . r 24 • o. ; . c v ofscale �Y E car. L o f t � ICCL 111;] 71 nil Future Steel Buildings Int'l. Corp. Standard Building A- Model A 25' —12' 10.625" \�t� t3.UT'E COUNT BUILDING DEPARTMEEW APPROVED pQfkOFEss/O _ C26786 D m �c EXP.3/31/200 N� The following Calculations are in accordance with the Uniform Building Code 1994, the American Iron and Steel Institute (CFSD-LRFD) and the Americ n, va°Iess/4 Society of Civil Engineers Standard (ANSI/ASCE 7-95). NQ`' f Fc z �' E3. GRAY M A O OL'~CE OF 0,40 Future Steel Buildings Intl. Corp. 1 SteelMaster FUTURE STEEL BUILDINGS INT'L. CORP. B. Gray - 0. Gutierrez Section Properties CAN/CSA-S136-94 & AISI CFSC-LRFDI Arch Panel Gauge 22 FLANGE T wft / LI P�d • I 4 5� / I ww WEB t I I I wfb FLANGE B t = 0.0294 in 0.747 mm Lip (di) = 0.89 in 22.69 mm K1 = 0.43 fy = 50 Ksi 344 Mpa Flange T = 1.50 in 38.10 mm k2 = 4 E = 29500 ksi 203000 Mpa Web = 10.61 in 269.41 mm High = 7.5 in 190.50 mm Flange B 7.50 in 190.50 mm Ycgfull = 5.5 in 138.50 mm ngle lip = 45.00 Deg 35866.3 Trials = 1 Angle web = 45.00 Deg Corners in the Flanges of the Section. Angle (8 ) Center of qravitv of the full Section C4-- r C3 `��-- R ilk, (mm) R = 1.49 r = 1.87 u 1.47 c1 = 1.68 c2 = 0.70 c3 = 0.77 c4 = 0.93 c5 = 0.92 wft = 36.24 ww = 267.55 d = 21.76 wfb = 188.64 (in) 0.06 0.07 0.06 0.07 0.03 0.03 0.04 0.04 1.43 10.53 0.86 7.43 Length Dist -F -Top (L) (Y) (LY) LY -2) (1') Element ( mm) (mm) ( mm2) ( mm3) (mm3) Lip Flange T T -Radius 43.53 72.49 5.87 375.00 27.07 3.28 3.23E+03 1.01 E+01 1.84E+00 8.59E+02 P PVM OG I MP ySw OG P Veq / uP Web 535.10 E190.13 51109.89 4.88E+06 1.60E+06 j 13 -Radius 2.93 557.00 1.06E+05 Flange B 188.64 35866.3 6.82E+06 046.0b 61936.51 1.18t+07 1.60E+06 33.408 136.305 720.683 97.4484 Ixfull = 3.21E+06 mm4 7.7030 in4 Mr = 9.58 KN.m 84.96 in.Kips Sxfull = 3.09E+04 mm3 1.8880 in3 Afull = 633.67 mm2 0.9822 in2 Ycgfull = 103.63 mm 4.0800 in 1/3 tI ` SteelMaster B. Gray - 0. Gutierrez FUTURE STEEL BUILDINGS INT'L. CORP. Section Properties ECANICSA-S136-94 & AISI CFSC-LRFD] Arch Panel Gauge 22 CASE 1 Top flange as compressive element Ycgfull = 4.08 in 103.63 mm ( mm) High = 7.5 in 190.50 mm 4.47 Ycg = 5.4 in 138.50 mm Web -a YCg = Calculated Estimated Average Trials 49.09 129.82 138.50 138.50 138.5010 20 144.47 Lip (Clause 5.6.2.7 & 5.6.2.1) 188.64 190.13 f = 344 Mpa f3 = 342 Mpa Case I Case II W(d / t) = 29.15 oK B = 13.45 mm W lim = 10.29 de = 10.04 mm Aes = 7.50 mm2 Top Flange element under uniform stress (Clause 5.6.2.3) Case I Case II ase III W(wft / t) 48.54 oK b1 = 10.6 mm W lim 1 = 10.26 b2 = 10.6 mm W lim 2 = 31.29 dr = 10.0 mm di/w = 0.63 oK Is = 320.8 mm4 la = 57.0 mm4 Ir = 5.6 W lim = 22.77 k = 2.1 B = 28.5 mm Ae1 = 7.9 mm2 Ae2 = 7.9 mm2 Ar = 7.5 mm2 Webs under stress gradient (Clause 5.6.2.8 ) [0<= q <=1 [1< q <=3] f = 344 Mpa k = 11.90 f1 = 342 Mpa (C) b1 = 16.83 mm f2 = 127 Mpa m b2 = 24.54 mm W(ww/t) = 358.28 q=[f2/f1] 0.371 er of gravity of the Effective Section - Compression on the Top 478.52 18.8392 Ycg = 138.50 mm Ixeff = 1.78E+06 mm4 Sxeff = 1.29E+04 mm3 (LY) (LY^2) (I') ( mm2) ( mm3) (mm3) 89.82 4.02E+028.44E+01 15.89 5.93E+00 231.20 1.59E+033.97E+02 6372.528.27E+051.23E+03 23699.363.89E+063.14E+04 35866.316.82E+061 66275.07 1.15E+07 3.31E+04 102.727 703.975 2.0214 5.45 in 4.2880 in4 Mr= 0.7864 in3 2/3 TOP FLMIDG � TOP FLY Llr WQ■ -_ - I -- WCD Do,-.o.J. OLANOG 3.99 KN.m 35.39 in.Kips Eff. Length ist. F. Top ( L ) ( Y ) Element ( mm) ( mm ) Lip 20.09 4.47 Flange T 42.57 0.37 Web -a 33.65 6.87 Web -b 49.09 129.82 Web -c 144.47 164.04 Flange B 188.64 190.13 478.52 18.8392 Ycg = 138.50 mm Ixeff = 1.78E+06 mm4 Sxeff = 1.29E+04 mm3 (LY) (LY^2) (I') ( mm2) ( mm3) (mm3) 89.82 4.02E+028.44E+01 15.89 5.93E+00 231.20 1.59E+033.97E+02 6372.528.27E+051.23E+03 23699.363.89E+063.14E+04 35866.316.82E+061 66275.07 1.15E+07 3.31E+04 102.727 703.975 2.0214 5.45 in 4.2880 in4 Mr= 0.7864 in3 2/3 TOP FLMIDG � TOP FLY Llr WQ■ -_ - I -- WCD Do,-.o.J. OLANOG 3.99 KN.m 35.39 in.Kips i SteelMaster B. Gray - 0. Gutierrez FUTURE STEEL BUILDINGS INT'L. CORP. Aeff = 357.34 mm2 0.5539 int 633.67 56.39 % Section Properties [CAN/CSA-S136-94 & AISI CFSC-LRFD] Arch Panel Gauge 22 CASE 2 Bottom flange as compressive element YCgfull = 4.08 in 103.63 mm High = 7.5 in 190.50 mm YCg = 5.3 in 136.02 mm YCg = Calculated Estimated Average 136.02 136.02 136.0226 Trials = 21 Bottom Flange element under uniform stress (Clause 5.6.2.2 & 5.6.2.1) f = 344 Mpa Case I Case ll W(wfb / t) 252.62 orc B = 44.30 mm W lim = 31.29 b/2 = 16.54 mm b/2 = 16.54 mm Webs under stress gradient (Clause 5.6.2.8 & 5.6.2.1) f= 138 Mpa f2 = 135 Mpa (C) k = 5.65 f1 = 342 Mpa (C) b1 = 15.25 mm W(ww/t) = 358.28 b2 = 46.52 mm q=[f2/f1] 0.396 Center of gravity of the Effective Section 8.59E+02 3.62E+04 Compression on the Bottom Eff. Length -F-Bottom ( L ) (Y) (LY) (LY^2) (1') Element ( mm) ( mm ) ( mm2) (MM3) (mm3) Lip Flange T Web -c 43.53 72.49 151.48 181.88 190.13 162.80 7917.22 13781.93 24661.56 1.44E+06 2.62E+06 4.01 E+06 8.59E+02 3.62E+04 I �jc"' Web -b 93.04 119.57 11125.79 1.33E+06 8.39E+03 Web -a 30.50 6.31 192.53 1.22E+03 2.96E+02 e, Flange B 33.09 0.37 12.3533 4.61E+00 -..�..o� 4L4.Ia 16.6981 Ycg = 136.02 mm Ycgeff = 54.48 mm Ixeff = 1.19E+06 mm4 Sxeff = 8.74E+03 mm3 Aeff = 316.72 mm2 J/nyl..Sy y.41t+Ub J.Jlt+U4 89.4218 574.041 2.0214 5.36 in 2.14 in 2.8573 in4 Mr= 0.5336 in3 2.71 KN.m 24.01 in.Kips 0.4909 int 633.67 49.98 % 3/3 USA_S_LOAD Snow Load A MODEL Wide: 25.00 ft Height: 12.89 ft Radius: 5.00 ft SECTIONAL PROPERTIES ACCORDING TO THE AMERICAN IRON INSTITUTE AND STEEL INSTITUTE (CFSD-LRFD) AND: THE UNIFORM BUILDING CODE194 & THE AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD. ANSI/ASCE 7-95 Thickness (in) CASE I CASE II �ft (in 2) Sz�;(►3) Ix lin') �n (in Szz (i3)>.: IX (in') 0.03 0.5539 '':: D7.864 4.2880 0.4909 0:5336 2.8573 0.04 0.7003 1 x).917 5.7483 0.6357 0.755.9 3.8818 0.05 1.0022.: 1.;7555 8.7460 0.9375 1.2627 6.0648 0.06 1.3323 2.49P71 11.9100 1.2719 1.8760 8.4952 0.07 1 1.7556 .:::.; ; 3-142681 15.7248 1.7100 2.7294 11.6245 CODE FOLLOWS: UBC/94 Dead Load factor & ASCE 7-95 Live Wind Load factor LOADING CONDITION: Snow Live Snow Load factor FOUNDATION TYPE: STANDARD Reduction factor CASE I LOADS: (POSITIVE - Compression on Top or Outside) *negative number outputted for moment on lower joint (equal sing) Member: 28 Live Load M (K -ft): 0.751 Unbalanced Snow Load P (Kips): -0.104 33.33 Dead Load M (K -ft): 0.055 yaoFEs33-33 . P (Kips): -0.027 Wind 0.000 0.000 CASE II LOADS: (NEGATIVE - Compression on Bottom or Inside) *positive number outputted for moment on lower joint (equal sing) Member: 9 Live Load M (K -ft): -1.119 UaitoFrn-S ow Load P (Kips): -0.470 yaoFEs33-33 . Dead Load M (K -ft): -0.135 < P (Kips): -0.066 Wind 0.000 0.000 1.20 0.80 1.60 1.00 FY = 50 Ksi M B. Gray - O. Gutierrez May 14, 1998 ' �S = 0.85 0.04 0.95 Sest.= 33.33 psf Height = 12.89 ft Ct + Mf� < 1 Mr,( Thickness 0.03 0.04 0.05. 0.06 0.07 SX1 Aett 0.7864 0.5539 1.0917 0.7003 1.7555 1.0022 2.4967 1.3323 3.4268 1.7556 83.54 116.22 187.42 267.04 366.96 66.13 103.00 159.39 232.80 41.66 64.89 100.42 146.66 51.43 80.11 123.97 181.06 Thickness 0.03 .0.04. 0.05. 0.06,.... 55 SX2 AeK 0.5336 0.4909 0.7551 0.6357 1.2627 0.9375 1.8760 1.2719 2.7294 1.7100 GRAY Maximum Allowable Ground Snow Fully Exposed Roof (PSF) Maximum Allowable Design Live Load Snow (PSF) Maximum Allowable Ground Snow Sheltered Roof (PSF) Exposure Factor Ce 0.70 -- Thertmal Factor Ct 0.90 Importance Factor 1 0.90 34.58 48.75 81.03 119.81 173.52 55 77 129 190 275 35 49 81 120 174 43 60 100 148 214 el - USA_S_LOAD Snow Load B. Gray - O. Gutierrez Member - Forces Results - Summery 1. Uniform Snow Load CASE I Bending Maximum Bending Moment in Member.' 38 MLL = 0.640 K -ft PLL = -0.186 Kips MDL = 0.074 K -ft PDL = -0.023 Kips MWL = 0.000 K -ft PWL = 0.000 Kips CASE II Bending Maximum Bending Moment in Member.' 9 MLL = -1.119 K -ft PLL = -0.470 Kips MDL = -0.135 K -ft PDL = -0.066 Kips MWL = 0.000 K -ft PWL = 0.000 Kips 2. Unbalanced Snow Load CASE I Bending Maximum Bending Moment in Member: 28 MLL = 0.751 K -ft PLL = -0.104 Kips MDL = 0.055 K -ft PDL = -0.027 Kips MWL = 0.000 K -ft PWL = 0.000 Kips CASE II Bending Maximum Bending Moment in Member: 62 MLL = -0.731 K -ft PLL = -0.140 Kips MDL = -0.107 K -ft PDL = -0.050 Kips MWL = 0.000 K -ft PWL = 0.000 Kips 3. Wind Load CASE I Bending Maximum Bending Moment in Member: 9 MLL = 1.056 K -ft PLL = 0.289 Kips MDL = -0.135 K -ft PDL .= -0.066 Kips CASE II Bending Maximum Bending Moment in Member: 47 MLL = -0.382 K -ft PLL = 0.161 Kips MDL = 0.061 K -ft PDL = -0.026 Kips r USA_W_LOAD Wind Load A MODEL Wide: 25.00 ft Height: 12.89 ft Radius: SECTIONAL PROPERTIES ACCORDING TO THE AMERICAN IRON AND STEEL INSTITUTE (CFSD-LRFD) AND: THE UNIFORM BUILDING CODE197 & THE AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD. ANSI/ASCE 7-95 Thickness (in) CASE I CASE II Aeff (ine) s .... .:n3):; : Ix (in') Aeff (int) Sxz (i.n3):.: 1, (in') 0.03 0.5539 I) 7864 4.2880 0.4909 0:533.6 2.8573 0.04 0.7003 `"::::`'1:091'7 5.7483 0.6357 0:7-551 3.8818 0.05 1.0022 ".` 1.7.555 8.7460 0.9375 1.2627 6.0648 0.06 1.3323 2:4967 1 11.9100 1.2719 1.8760 8.4952 0.07 1 1.75561'.-iq.! --.�:442661 15.7248 1.7100 2.M941 11.6245 CODE FOLLOWS: UBC/97 Dead Load factor & ASCE 7-95 Live Load factor LOADING CONDITION: Wind Importance factor FOUNDATION TYPE: STANDARD Combination factor CASE I LOADS: (POSITIVE - Compression on Top or Outside) *negative number outputted for moment on lower ioint (equal sing) Member: 9 Live Load M (K -ft): 1.056 Wind P (Kips): 0.289 Dead Load M (K -ft): -0.135 21.00 pSf Height = P (Kips): -0.066 0.90 1.30 1.00 1.00 B. Gray O. Gutierrez 5.00 ft May 14, 1998 F.. = 50 Ksi Thickness 0.85 0.04... . 0.95 gest= 21.00 pSf Height = 12.89 ft Cf Mb, < 1 + 3.4268 1.7556 Cr M F.. = 50 Ksi Thickness 0:03 0.04... . ' .0.05 0.06 0.07 SX1 Aeff 0.7864 0.5539 1.0917 0.7003 1.7555 1.0022 2.4967 1.3323 3.4268 1.7556 Wind pressure (PSF) 42.12 CASE II LOADS: (NEGATIVE - Compression on Bottom or Inside) *positive number outputted for moment on lower ioint teaual sinal Member: 47 Live Load M (K -ft): -0.382 Wind P (Kips): 0.161 299.94 Dead Load M (K -ft): 0.061 0.5336 0.4909 P (Kips): -0.026 58.26 93.22 132.16 181.03 15.00 20.00 25.00 30.00 Thickness 0.03: 0.04': .0:05 ;0.06O.Q7 299.94 SXz Aeff 0.5336 0.4909 0.7551 1 1.2627 0.6357 0.9375 1.8760 1.2719 1 2.7294 1.7100 Wind pressure (PSF) 83.95 119.30 200.81 299.94 438.59 ANCHOR REQUIRED NO NO NO NO NO Wind pressure P (PSF) 42.12 58.26 93.22 132.16 181.03 Maximum Allowable Wind pressure qs (PSF) 37.95 1 52.49 1 83.99 119.07 163.11 Maximum Allowable Design Wind Velocity (Mph) 139.26 163.79 207.18 246.68 288.71 Importance factor Iw 1.00 0.62 0.67 0.72 0.76 Combined height, Exposure and Gust factor Ce 1.06 C 1.06 1.13 1.19 1.23 Pressure coefficient Cq 0.85 1.39 1.45 1.50 1.54 Member - Forces Results - Summery USA_W_LOAD Wind Load 1. Uniform Snow Load CASE I Bending B. Gray O. Gutierrez Maximum Bending Moment in Member.- 38 MLL = 0.640 K -ft PLL = -0.186 Kips MDL = 0.074 K -ft PDL = -0.023 Kips MWL = 0.000 K -ft PWL = 0.000 Kips CASE II Bending Maximum Bending Moment in Member.- 9 MLL = -1.119 K -ft MDL = -0.135 K -ft MWL = 0.000 K -ft 2. Unbalanced Snow Load CASE I Bending Maximum Bending Moment in Member: MLL = 0.751 K -ft MDL = 0.055 K -ft MWL = 0.000 K -ft CASE II Bending Maximum Bending Moment in Member: MLL = -0.731 K -ft MDL = -0.107 K -ft MWL = 0.000 K -ft 3. Wind Load CASE I Bending Maximum Bending Moment in Member: PLL = -0.470 Kips PDL =-0.066 -0.050 Kips PWL = 0.000 Kips 9a PLL = -0.104 Kips PDL = -0.027 Kips PWL = 0.000 Kips R7 PLL = -0.140 Kips PDL = -0.050 Kips PWL = 0.000 Kips Lei MLL = 1.056 K -ft PLL = 0.289 Kips MDL = -0.135 K -ft PDL = -0.066 Kips CASE II Bending Maximum Bending Moment in Member: 47 MLL = -0.382 K -ft MDL = 0.061 K -ft PLL = 0.161 Kips PDL = -0.026 Kips e. Project Name: A 25'-12'10.625" DEAD LOAD GEOMETRY - C:\SFRAME\A25-13U.TEL Structure Description: A MODEL Engineer: E. Gray & O. Gutierrez l IIIC/94 " RESUL: rS " Thursday May 14 1998, 1:34:10 pm Project Name: A 25'-12'10.625" UNIFORM SNOW LOAD LOADS - Case 2 SNOW LOAD Structure Description: A MODEL , .Qa.oa.�a.o$.Qa.oa -0.U4 4 -0.036 -0.031 -0.026 -0.021 -0.01 -0. -0.01 -0. -0.00- -0.0 Y X Engineer: B. Gray & O. Gutierrez UBC/94 " RESULTS " Thursday May 14 1998, 1:35:38 pm Project Name: A 25'-12' 10.625" UNBALANCED SNOW LOAD LOADS - Case 3 UNBALANCED LOAD Structure Description: A MODEL , .o4.Qg.o4�.04.04 3 Qg Qg.o4.o4 °g -0.062 -0.051 -0.041 -0.031 -0.021 -0.01 -0.00 Y X 1 Engineer: B. Gray & O. Gutierrez 1 113C194 " RESULTS " Thursday May 14 1998, 1:36:05 pm Project Name: A 25'-12' 10.625" WIND LOAD LOADS - Case 4 WIND LOAD Structure Description: A MODEL Engineer: B. Gray & O. Gutierrez U13094 " RESULTS " Thursday May 14 1998, 1:36:42 pm FUTURE STEE 3 BUIILL DINGS INTL. CORP. A 25'-12' 10.625" BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500 Description: A MODEL Engineer: B. Gray & O. Gutierrez S -FRAME For Windows Professional Version 4.17 © Copyright 1995-1997, Softek Services Ltd. Head Office: #275 - 13500 Maycrest Way Richmond, B.C. V6V 2N8 Canada Phone: (604)273-7737 Fax: (604)273-7731 Softek assumes no responsibility for the accuracy, validity or applicability of the results of S -FRAME Model Size Joints 77 Load Cases 4 Slaves 0 Load Combs 3 Members 76 Groups 0 Shells 0 Nonlinear Springs 0 Springs 0 Time History Curves 0 Sections 3 RSA Spectra Curves 0 Materials 1 User Coordinate Sys. 0 Lumped Masses 0 Default Constraints 1, 1, I UBC/94 "RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:37 pm CS• Copyright 1995-1997, Softek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. A 25'-12' 10.625" Page: 1 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAIvfE\A25-13U.TEL (905) 790-8500 Description: A MODEL Engineer: B. Gray & O. Gutierrez nt Data Row No Joint No X - Coord ft Y - Coord ft X - Degree of freedom Y - Degree of freedom Z - Degree of freedom Jt Disp Coor Sys 1 1 12.5000 5.3850 0 0 1 0 2 2 12.5000 4.3080 1 1 1 0 3 3 12.5000 3.2310 1 1 1 0 4 4 12.5000 2.1540 1 1 1 0 5 5 12.5000 1.0770 1 1 1 0 6 6 12.5000 10000 1 1 1 0 7 17 12.4800 .4430 1 1 1 0 8 8 12.4220 .8820 1 1 1 0 9 9 12.3240 .3150 1 1 1 0 10 10 12.1890 .7370 1 1 1 0 11 11 12.0160 1450 1 1 1 0 12 12 11.8090 5370 1 1 1 0 13 13 11.5670 9090 1 1 1 0 14 14 11.2930 .2570 1 1 1 0 15 15 10.9900 .5810 1 1 1 0 16 16 10.6590 .8760 1 1 1 0 17 17 10.3030 .1400 1 1 1 0 18 18 9.9260 .3720 1 1 1 0 19 19 9.5290 .5700 1 1 1 0 20 20 9.1160 .7320 1 1 1 0 21 21 8.6160 .8980 1 1 1 0 22 22 8.1160 .0650 1 1 1 0 23 23 7.6160 .2320 1 1 1 0 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm 0 Copyright 1995-1997, Softek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. 73 WARD ROAD BRAMPTON, ONTARIO (905)790-8500 A 25'-12' 10_.625"� Filename: C:\SFRAME\A25-13U.TEL Description: A MODEL Engineer: B. Gray & O. Gutierrez Row No Joint No X - Coord ft Y - Coord ft X - Degree of freedom Y - Degree of freedom Z - Degree of freedom Jt Disp Coor Sys 24 24 7.1160 5.3980 1 1 1 0 25 25 6.6160 .5650 1 1 1 0 26 26 6.1160 .7320 1 1 1 0 27 27 5.6160 .8980 1 1 1 0 28 28 5.1160 .0650 1 1 1 0 29 29 4.6160 .2320 1 1 1 0 30 30 4.1160 .3980 1 1 1 0 31 31 3.6160 .5650 1 1 1 0 32 32 3.1160 .7320 1 1 1 0 33 33 2.6160 .8980 1 1 1 0 34 34 2.1160 .0650 1 1 1 0 35 35 1.6160 .2320 1 1 1 0 36 36 1.2220 .3480 1 1 1 0 37 37 0.8190 .4320 1 1 1 0 38 38 0.4110 7.4830 1 1 1 0 39 39 10000 7.5000 1 1 1 0 40 40 .4110 7.4830 1 1 1 0 41 41 .8190 .4320 1 1 1 0 42 42 .2220 .3480 1 1 1 0 43 43 .6160 .2320 1 1 1 0 44 44 1160 .0650 1 1 1 0 45 45 6160 .8980 1 1 1 0 46 46 .1160 .7320 1 1 1 0 47 47 .6160 .5650 1.3980 1 1 1 0 48 48 .1160 1 1 1 0 Page: 2 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm Cir Cop)Tight 1995-1997, Softek Services Lxd. FUTURE STEEL B D Do�GS INTL. CORP. A 25'-12' 10.625" Page: 3 73 BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Joint No X - Coord ft Y - Coord ft X - Degree of freedom Y - Degree of freedom Z - Degree of freedom Jt Disp Coor Sys 49 49 4.6160 6.2320 1 1 1 0 50 50 .1160 P.0650 1 1 1 0 51 51 .6160 .8980 1 1 1 0 52 52 .1160 .7320 1 1 1 0 53 53 .6160 .5650 1 1 1 0 54 54 .1160 .3980 1 1 1 0 55 55 .6160 .2320 1 1 1 0 56 56 .1160 .0650 1 1 1 0 57 57 .6160 .8980 1 1 1 0 58 58 .1160 .7320 1 1 1 0 59 59 .5290 .5700 1 1 1 0 60 60 .9260 .3720 1 1 1 0 61 61 0.3030 .1400 1 1 1 0 62 62 0.6590 .8760 1 1 1 0 63 63 0.9900 .5810 1 1 1 0 64 64 1.2930 .2570 1 1 1 0 65 65 11.5670 9090 1 1 1 0 66 66 11.8090 5370 1 1 1 0 67 67 12.0160 1450 1 1 1 0 68 68 12.1890 .7370 1 1 1 0 69 69 112.3240 .3150 1 1 1 0 70 70 12.4220 .8820 1 1 1 0 71 71 12.4600 .4430 1 1 1 0 72 72 12.5000 .0000 1 1 1 0 73 73 12.5000 1.0770 1 1 1 0 UBC/94 "RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm Q Copyright 1995-1997, Soflek Services Ltd. FUTURE STEEL B DDOINGGS INTL. CORP. A 25'-12' 10.625" Page: 4 73 BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Joint No. X - Coord ft Y - Coord ft X - Degree of freedom Y - Degree of freedom Z - Degree of freedom Jt Disp Coor Sys 74 74 12.5000 2.1540 1 1 1 0 75 75 2.5000 3.2310 1 1 1 0 76 176 2.5000 4.3080 1 1 1 10 77 177 2.5000 5.3850 0 0 1 10 es Of Freedom: 0 --restrained, 1=free displacement coordinate system may be attached to a joint ion Property Data Sec Section Table Inertia Gross Area Shear Area Stress Pt 1 Stress Pt 2 No Name No in4 in2 in2 in in 1 AUGE-20S 0 .2549 .1820 .7512 .0000 .0000 2 AUGE-20E IAUGE-22R 0 8630 .1820 .7512 .0000 .0000 3 0 .5279 10.9822 10.6239 10.0000 D.0000 Ion -zero X -area, mom. of inertia and torsional constant are mandatory. or non -zero shear area, shear stresses are calculated. or non -zero shear area and shear modulus, secondary deflections due to shear are included. or non -zero fibre distances, direct stresses are calculated. aterial Property Data UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm 9 Copyright 1995-1997, Softek Services LAd. FUTURE STEEL BUILDINGS INTL. CORP.' A 25'-12' 10.625" Page: 5 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAIvIE\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Mat No Youngs Mod ksi Shear Mod ksi Force Density krn3 Exp Coeff /F*1.0E+6 Fy Yield ksi Material Name 1 29,500.0000 11,165.0000 D.0004 6.5000 50.0000STEEL-PLUS 1 oung's modulus is mandatory. hear modulus is mandatory. or non -zero shear area and shear modulus, secondary deflections due to shear are included. on -zero density is required if gravitational factors are specified and self -weight is to be considered. Non -zero thermal coefficient of expansion is required for thermal loads. Member Data Row No Mem No Start Joint End Joint Sec No Mat No Mem Type Release Mom. Rigid x1/L cls Start Jt Rigid x2/L 0 End Jt Prestress kips 1 1 1 2 1 1 1 1 0.0000 0.0000 0.0000 2 2 2 3 1 1 1 1 0.0000 0.0000 0.0000 3 3 3 4 1 1 1 1 .0000 .0000 .0000 4 4 4 5 1 1 1 1 .0000 .0000 .0000 5 5 5 6 1 1 1 1 .0000 .0000 1.0000 .0000 6 6 6 7 1 1 1 1 .0000 .0000 .0000 7 7 7 8 2 1 1 1 .0000 .0000 .0000 1.0000 8 18 8 9 2 1 1 1 1.0000 .0000 9 9 9 10 2 1 1 1 .0000 .0000 .0000 10 10 10 11 2 1 1 1 .0000 .0000 .0000 11 11 11 12 2 1 1 1 .0000 .0000 .0000 12 12 112 113 2 11 1 11 .0000 P.0000 13 13 113 114 12 11 11 11 .0000 P.0000 P.0000 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm D Copyright 1995-1997, Softek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. A 25'-12' 10.625" Page: 6 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Mem No . Start Joint End Joint Sec No Mat No Mem Type Release Mom. Rigid x1/1- 0 Start Jt Rigid x2/1- @ End Jt Prestress kips 14 14 14 15 2 1 1 1 0.0000 0.0000 0.0000 15 15 15 16 2 1 1 1 .0000 .0000 .0000 16 16 16 17 2 1 1 1 .0000 .0000 .0000 17 17 17 18 2 1 1 1 .0000 .0000 .0000 18 18 18 19 2 1 1 1 .0000 .0000 .0000 19 19 19 20 2 1 1 1 .0000 .0000 .0000 20 20 20 21 2 1 1 1 .0000 .0000 .0000 21 21 21 22 3 1 1 1 .0000 1.0000 .0000 .0000 22 22 22 23 3 1 1 1 .0000 .0000 .0000 23 23 23 24 3 1 1 1 .0000 .0000 .0000 24 24 124 25 3 1 1 1 .0000 .0000 25 25 25 26 3 1 1 1 .0000 .0000 .0000 26 26 26 27 3 11 1 1 .0000 .0000 .0000 27 27 27 28 3 1 1 1 .0000 .0000 .0000 28 28 28 29 3 1 1 1 .0000 .0000 .0000 29 29 29 30 3 1 1 1 .0000 .0000 .0000 30 30 130 31 3 1 1 1 .0000 .0000 .0000 31 31 31 32 3 1 1 1 .0000 .0000 .0000 32 32 32 33 3 11 1 1 .0000 .0000 .0000 33 33 33 34 3 1 1 1 .0000 10000 .0000 34 34 34 35 3 1 1 1 .0000 .0000 .0000 35 35 35 36 3 1 1 1 .0000 1.0000 .0000 .0000 36 136 136 137 3 1 1 1 .0000 .0000 .0000 37 137 137 38 3 1 1 1 .0000 .0000 .0000 38 138 138 139 13 11 1 11 P.0000 P.0000 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm iD Copyright 1995-1997, Soflek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. A 25'-12' 10.625" Page: 7 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Mem No . Start Joint End Joint See No Mat No Mem Type Release Mom. Rigid x1/L 0 Start Jt Rigid x21L @ End Jt Prestress kips 39 39 39 40 3 1 1 1 0.0000 0.0000 0.0000 40 40 40 41 3 1 1 1 .0000 .0000 .0000 41 41 41 42 3 1 1 1 .0000 .0000 .0000 42 42 42 43 3 1 1 1 .0000 .0000 10000 43 43 43 44 3 1 1 1 .0000 .0000 .0000 44 44 44 45 3 1 1 1 .0000 .0000 .0000 45 45 45 46 3 1 1 1 .0000 .0000 .0000 46 46 46 47 3 1 1 1 .0000 .0000 .0000 47 47 47 48 3 1 1 1 .0000 10000 .0000 48 48 48 149 3 1 1 1 .0000 .0000 .0000 49 49 49 50 13 1 1 1 .0000 .0000 .0000 50 50 50 51 3 1 1 1 .0000 .0000 1.0000 .0000 51 51 51 52 3 1 1 1 .0000 .0000 .0000 52 52 52 53 3 1 1 1 .0000 .0000 53 53 53 54 3 1 1 1 .0000 .0000 .0000 54 54 54 55 3 1 1 1 .0000 .0000 .0000 55 55 55 56 3 1 1 1 .0000 .0000 .0000 56 56 56 57 3 1 1 1 .0000 .0000 .0000 57 57 57 58 2 1 1 1 .0000 .0000 .0000 58 58 58 59 2 1 1 1 .0000 .0000 .0000 59 59 159 60 2 1 11 1 .0000 .0000 .0000 60 60 60 61 2 1 1 1 .0000 .0000 .0000 61 61 61 62 2 1 1 1 .0000 .0000 .0000 62 62 62 63 2 1 1 1 .0000 .0000 1.0000 .0000 63 63 63 64 2 1 1 1 .0000 .0000 UBC/94 "RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998,1:38 pm Cr Cop}Tight 1993-1997, SoRek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. A 25'-12' 10.625" Page: 8 73 BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500 Description: A MODEL Engineer: B. Gray & O. Gutierrez Row No Mem No Start Joint End Joint Sec No Mat No Mem Type Release Mom. Rigid x1/1- 0 Start Jt Rigid x2/1- 0 End Jt Prestress kips 64 64 64 65 2 1 1 1 0.0000 D.0000 0.0000 65 65 65 66 2 1 1 1 .0000 .0000 .0000 66 66 66 67 2 1 1 1 .0000 10000 .0000 67 67 67 68 2 1 1 1 .0000 .0000 .0000 68 68 68 69 2 1 1 1 .0000 .0000 .0000 69 69 69 70 2 1 1 1 D.0000 .0000 .0000 70 70 70 71 2 1 11 1 .0000 .0000 .0000 71 71 71 72 1 1 1 1 .0000 .0000 .0000 1.0000 72 72 72 73 1 1 1 1 .0000 .0000 .0000 73 73 73 74 1 1 1 1 .0000 .0000 .0000 74 74 74 75 1 1 1 1 .0000 P.0000 .0000 75 75 75 76 1 1 11 1 .0000 1.0000 P.0000 .0000 76 76 76 77 1 1 11 1 0.0000 er End Release Codes: Odin -pin, 1----Fix-fix, 2 -fix -pin, 3=pin-fix er Type Codes: 0=inactive, 1=Beam, 2=Truss, 3=NA, 4=axial spring, 5=torsional spring Ends are specified as ratio of node to node length. Sum of ratios <=.5 .oad Case 2 - Basic Member Load Data oad Came Description: SNOW LOAD oad Case Type ................. Static Load oad Case Status ............... Active oad Case Scab Factor......... 1 - Gravitational Factor....... 0 - Gravitational Factor....... 1 - Gravitational Factor....... 0 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm Q Copyright 1995-1997, Softek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. A 25'-12' 10.625" Page: 9 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member No. W1 at X1 k/ft Distance Xi/Length W2 at X2 k/ft Distance X2/Length Load Type 1 10 0.0050 D.000 0.0050 .0000 5 2 11 0.0100 .0000 0.0100 1.0000 5 3 12 0.0160 .0000 0.0160 1.0000 5 4 13 0.0210 .0000 0.0210 1.0000 5 5 14 0.0260 .0000 0.0260 .0000 5 6 15 0.0310 .0000 1.0000 0.0310 1.0000 5 7 16 0.0360 .0000 0.0360 1.0000 5 8 17 0.0400 .0000 0.0400 1.0000 5 9 18 0.0400 .0000 0.0400 1.0000 5 10 19 0.0400 0.0400 .0000 5 11 20 0.0400 .0000 0.0400 1.0000 5 12 21 0.0400 .0000 0.0400 1.0000 5 13 22 0.0400 .0000 0.0400 1.0000 5 14 23 0.0400 .0000 0.0400 1.0000 5 15 24 0.0400 • .0000 0.0400 1.0000 5 16 25 0.0400 .0000 0.0400 .0000 5 17 26 0.0400 .0000 0.0400 1.0000 5 18 27 0.0400 .0000 0.0400 1.0000 5 19 28 0.0400 .0000 0.0400 1.0000 5 20 29 0.0400 .0000 0.0400 .0000 5 21 30 0.0400 .0000 0.0400 1.0000 5 22 31 0.0400 .0000 0.0400 1.0000 5 23 132 rO.0400 .0000 0.0400 f.0000 5 24 133 0.0400 .0000 0.0400 1.0000 5 25 134 0.0400 .0000 0.0400 1.0000 5 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm ® Copyright 1993-1997, Softek Services Ltd. FUTURE STEEL BUILDINGS DOINGS MTL. CORP. A 25'-12' 10.625" Page: 12 73 BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member No W1 at X1 k/ft Distance X1/Length W2 at X2 k/ft Distance X2/Length Load Type 6 15 0.0510 0.0000 0.0510 1.0000 5 7 16 0.0620 .0000 0.0620 1.0000 5 8 17 0.0720 .0000 0.0720 1.0000 5 9 18 0.0770 .0000 0.0770 1.0000 5 10 19 0.0640 .0000 0.0640 1.0000 5 11 20 0.0500 .0000 0.0500 1.0000 5 12 21 0.0500 .0000 0.0500 .0000 5 13 22 0.0500 .0000 0.0500 .0000 5 14 23 0.0500 .0000 0.0500 .0000 5 15 24 0.0500 .0000 0.0500 .0000 5 16 25 0.0500 .0000 0.0500 1.0000 5 17 26 0.0500 .0000 0.0500 1.0000 5 18 27 0.0500 .0000 0.0500 1.0000 5 19 28 0.0500 .0000 0.0500 1.0000 5 20 129 0.0500 .0000 0.0500 1.0000 5 21 30 0.0500 .0000 0.0500 1.0000 5 22 31 0.0500 .0000 0.0500 1.0000 5 23 32 0.0500 .0000 0.0500 1.0000 5 24 33 0.0500 .0000 0.0500 1.0000 5 25 34 0.0500 .0000 0.0500 1.0000 5 26 35 0.0500 .0000 0.0500 1.0000 5 27 36 0.0380 .0000 0.0380 1.0000 5 28 37 0.0250 R.0000 0.0250 0.0000 5 29 38 0.0130 P.0000 FO.0130 .0000 15 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm �D Copyright 1995-1997, SoRek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. 73 WARD ROAD BRAMPTON, ONTARIO (905) 790-8500 A 25'-1.2' 10.625" Filename: C:\SFRAME\A25-13U.TEL Description: A MODEL Engineer: B. Gray & O. Gutierrez Page: 13 Member Load Type Codes: global X projected, 2=Global Y projected, 3_=Global Z projected, 4 --Global X gravity, 5 --Global Y gravity, 6 --Global Z gravity, 7=Local x axial, 8=Local y, 8d ocal z, 10=4orslonal, 11=6rmal. oad Case 4 - Basic Member Load Data oad Case Description: WIND LOAD aad Case Type ................. Static Load .*ad Case Status ............... Active aed Case Scab Factor......... 1 - Gravitational Factor....... 0 - Gravitational Factor....... 0 - Gravitational Factor....... 0 Row Member W1 at X1 Distance W2 at X2 Distance Load No No k/ft Xi/Length k/ft X21Length Type 1 1 0.0200 D.0000 0.0200 1.0000 9 2 2 0.0200 0.0000 0.0200 1.0000 9 3 3 0.0200 .0000 0.0200 1.0000 9 4 4 0.0200 31.0000 0.0200 1.0000 9 5 5 0.0200 .0000 0.0200 1.0000 9 6 6 0.0200 .0000 0.0200 1.0000 9 7 7 0.0200 .0000 0.0200 1.0000 9 8 8 0.0200 .0000 1.0000 0.0200 1.0000 9 9 9 0.0200 .0000 0.0200 1.0000 9 10 10 0.0200 0.0200 1.0000 9 11 11 0.0200 .0000 0.0200 1.0000 9 12 12 0.0200 .0000 0.0200 1.0000 9 13 13 0.0230 .0000 0.0230 1.0000 9 14 114 P.0230 P.0000 P.0230 .0000 9 15 115 P.0230 P.0000 P.0230 P.0000 19 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm Cs Copyright 1995-1997, SoRek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. A 25'-12' 10.625" Page: 14 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member No. W1 at X1 k/ft Distance X1/Length W2 at X2 k/ft Distance X2/Length Load Type 16 16 0.0230 0.0000 0.0230 1.0000 9 17 17 .0230 .0000 .0230 1.0000 9 18 18 .0230 .0000 .0230 1.0000 9 19 19 .0230 .0000 .0230 1.0000 9 20 20 .0230 .0000 .0230 1.0000 9 21 21 .0230 .0000 .0230 1.0000 9 22 22 .0230 .0000 .0230 1.0000 9 23 23 .0230 .0000 .0230 1.0000 9 24 24 .0230 .0000 .0230 1.0000 9 25 25 .0230 .0000 .0230 1.0000 9 26 26 .0230 .0000 .0230 1.0000 9 27 27 .0230 .0000 .0230 1.0000 9 28 28 .0230 .0000 .0230 1.0000 9 29 29 .0230 .0000 .0230 1.0000 9 30 30 .0230 .0000 .0230 1.0000 9 31 31 .0230 .0000 .0230 1.0000 9 32 32 .0230 .0000 .0230 1.0000 9 33 33 .0230 .0000 .0230 1.0000 9 34 34 .0230 .0000 .0230 1.0000 9 35 35 .0230 .0000 .0230 1.0000 9 36 36 .0230 .0000 .0230 1.0000 9 37 37 .0230 .0000 .0230 .0000 9 38 38 P.0230 .0000 .0230 1.0000 9 39 39 P.0230 .0000 .0230 1.0000 9 40 140 P.0180 .0000 P.0180 1.0000 9 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm (D Cop)Tight 1995-1997, Softek Services Ltd. FUTURE STEEL BII DOINGGS INTL. CORP. A 25'-12' 10.625" Page: 15 73 BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U,TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member No. Wi at X1 k/ft Distance Xi/Length W2 at X2 k/ft Distance X2/Length Load . Type 41 41 0.0180 0.0000 0.0180 1.0000 9 42 42 .0180 .0000 .0180 .0000 9 43 43 .0180 .0000 .0180 .0000 9 44 44 .0180 .0000 .0180 .0000 9 45 45 .0180 .0000 .0180 .0000 9 46 46 .0180 .0000 .0180 .0000 9 47 47 .0180 .0000 .0180 .0000 9 48 48 .0180 .0000 .0180 .0000 9 49 49 .0180 .0000 .0180 .0000 9 50 50 .0160 .0000 .0180 .0000 9 51 51 .0180 .0000 .0180 .0000 9 52 52 .0180 .0000 .0180 .0000 9 53 53 .0180 .0000 .0180 .0000 9 54 54 .0180 .0000 .0180 1.0000 9 55 55 .0180 .0000 .0180 1.0000 9 56 56 .0180 .0000 .0180 1.0000 9 57 57 .0180 .0000 .0180 1.0000 9 58 58 .0180 .0000 .0180 1.0000 9 59 59 .0180 .0000 .0180 1.0000 9 60 60 .0180 .0000 .0180 1.0000 9 61 61 .0180 .0000 .0180 1.0000 9 62 62 .0180 .0000 .0180 .0000 9 63 63 .0180 .0000 P.0180 1.0000 9 64 164 P.0180 .0000 P.0180 1.0000 9 65 165 P.0130 P.0000 P.0130 1.0000 9 UBC/94 " RESULTS " S -FRAME Professional 11ersion 4.17 Thursday May 14 1998, 1:38 pm Q Copyright 1995-1997, SoRek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. A 25'-12' 10.625" Page: 16 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member . No W1 at X1 k/ft Distance X1/Length W2 at X2 k/ft Distance X21Length Load Type 66 66 0.0130 0.0000 0.0130 1.0000 9 67 67 .0130 .0000 P.0130 .0000 9 68 68 .0130 .0000 .0130 1.0000 9 69 69 10130 .0000 .0130 1.0000 9 70 70 .0130 .0000 .0130 1.0000 9 71 71 .0130 .0000 1.0000 .0130 1.0000 9 72 72 .0130 .0000 .0130 1.0000 9 73 73 .0130 .0000 .0130 1.0000 9 74 74 .0130 1.0130 .0000 .0130 1.0000 9 75 75 .0130 .0130 11.0000 9 76 76 P.0000 .0130 .0000 9 ember Load Type Codes: global X projected, 2=Global Y projected, 3 --Global Z projected, 4 --Global X gravity, 5=Global Y gravity, 6 --Global Z gravity, 7=Local x axial, B=Local y, 9=Local z, 10=torsional, 11thermal. Point Displacements For Primary Load Cases Row No Joint LD Case No No X - Tran in Y - Tran in Z- Rot rad 1 1 1 0.0000 0.0000 0.0005 2 2 D.0000 0.0000 0.0042 3 3 31.0000 .0000 0.0025 4 4 10000 .0000 0.0079 5 2 1 0.0065 .0000 .0005 6 2 0.0544 0.0001 .0042 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm m Copyright 1995-1997, Softek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. A 25'-12� 1�.6Z5" _ 73 WARD -ROAD _ _ _ _ BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Joint No LD Case No X - Tran in Y - Tran in Z- Rot rad 7 3 0.0323 0.0001 0.0025 8 4 .1021 0.0001 0.0078 9 3 1 0.0128 0.0001 .0005 10 2 0.1075 0.0003 .0040 11 3 .0654 0.0003 0.0026 12 4 .2024 D.0002 0.0076 13 4 1 0.0188 0.0001 .0004 14 2 0.1577 0.0005 .0037 15 3 .1000 0.0004 0.0028 16 4 .2993 0.0003 0.0073 17 5 1 0.0243 0.0001 .0004 18 2 0.2038 0.0006 .0033 19 3 .1369 0.0006 0.0030 20 4 .3916 0.0004 0.0069 21 6 1 0.0291 0.0002 .0003 22 2 0.2443 0.0008 P.0029 23 3 .1769 0.0007 0.0032 24 4 .4778 0.0005 0.0064 25 7 1 0.0308 0.0001 .0003 26 2 0.2590 0.0002 .0026 27 3 .1944 0.0016 0.0034 28 4 .5113 0.0010 0.0062 29 18 1 0.0322 3.0001 .0002 30 2 0.2709 .0013 P.0018 31 3 .2133 0.0042 FO.0038 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm Cir Copyright 1995-1997, Soflek services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. 73 WARD ROAD BRAMPTON, ONTARIO (905)790-8500 Row No Joint No LD Case No X - Tran in Y - Tran in Z- Rot rad 32 4 0.5418 0.0050 0.0054 33 9 1 0.0330 0.0003 0.0001 34 2 0.2784 .0030 .0010 35 3 .2341 0.0089 0.0042 36 4 .5679 0.0108 0.0046 37 10 1 0.0333 .0003 .0000 38 2 0.2815 .0039 .0002 39 3 .2567 0.0162 0.0047 40 4 .5892 0.0176 0.0038 41 11 1 0.0331 10003 0.0001 42 2 0.2804 0.0033 0.0007 43 3 .2806 0.0264 0.0051 44 4 .6059 0.0246 0.0030 45 12 1 0.0325 0.0001 0.0002 46 2 0.2753 0.0005 0.0015 47 3 .3055 0.0396 0.0055 48 4 .6182 0.0311 0.0022 49 13 1 0.0314 0.0008 0.0003 -50 2 0.2668 0.0051 0.0023 51 3 .3307 0.0561 0.0058 52 4 .6265 0.0364 0.0015 53 14 1 0.0300 0.0019 0.0004 54 2 rO.2555 0.0141 0.0031 55 3 P.3556 0.0758 0.0061 56 4 10.6312 0.0401 0.0008 A 25'-12' 10.625" Filename: C:\SFRAME\A25-13U.TEL Description: A MODEL Engineer: B. Gray & O. Gutierrez UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pmv-Copyright 1993-1997, Softek Services Ltd. FUTURE STEEL BUILDINGS MTL. CORP. A 25'-12' 10.625" Page: 19 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Joint No LD Case No X - Tran in Y - Tran in Z - Rot rad 57 15 1 0.0284 0.0035 0.0005 58 2 0.2420 0.0267 0.0038 59 3 .3798 0.0985 0.0063 60 4 .6329 0.0416 0.0001 61 16 1 0.0266 0.0055 0.0005 62 1 2 0.2273 0.0434 0.0045 63 3 .4024 0.1240 0.0065 64 4 .6321 0.0406 10005 65 17 1 0.0248 0.0079 0.0006 66 2 0.2121 0.0640 0.0051 67 3 .4231 0.1519 0.0065 68 4 3.6295 0.0370 .0011 69 18 1 0.0230 0.0108 0.0007 70 2 0.1971 0.0884 0.0056 71 3 .4414 0.1817 0.0065 72 4 3.6257 0.0308 P.0016 73 19 1 0.0213 0.0142 0.0007 74 2 0.1832 0.1164 0.0061 75 3 .4569 0.2128 0.0065 76 4 .6212 0.0219 0.0021 77 20 1 0.0199 0.0179 F0.0008 78 2 0.1710 0.1476 0.0064 79 1 13 .4693 0.2447 0.0063 80 4 .6168 0.0104 0.0025 81 121 11 0.0183 0.0225 0.0008 UBC/94 "RESULTS " S -FRAME Pi ofessiona! Version 4.17 Thursday May 14 1998, 1:38 pm Q Copyright 1995-1997, SoRek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. A 25'-12' 10.625" Page: 20 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAIv1E\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Joint No LD Case No X - Tran in Y - Tran in Z - Rot rad 82 2 0.1579 0.1874 0.0067 83 3 .4817 0.2820 0.0061 84 4 .6114 0.0058 .0029 85 22 1 0.0167 14.4934 0.0274 0.0008 86 2 .1441 0.2289 0.0070 87 3 0.3173 0.0056 88 4 .6053 0.0244 .0032 89 23 1 0.0151 0.0324 0.0008 90 2 0.1300 0.2713 0.0071 91 3 .5043 0.3499 0.0052 92 4 .5985 0.0448 10035 93 24 1 0.0134 0.0374 0.0008 94 2 0.1158 0.3140 0.0071 95 3 15140 0.3793 0.0046 96 4 .5913 0.0666 0.0037 97 25 1 0.0118 0.0423 0.0008 98 2 0.1018 0.3562 0.0069 99 3 .5226 0.4051 0.0040 100 1 4 .5837 0.0894 0.0038 101 26 1 0.0102 0.0471 0.0006 102 2 0.0881 0.3974 0.0067 103 3 .5299 0.4270 rO.0033 104 4 .5760 0.1127 0.0039 105 27 1 0.0087 0.0517 0.0007 106 2 0.0750 0.4371 0.0064 UBC/94 "RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm m Copyright 1995-1997, Softek Services Ltd. FUTURE STEEL BUILDINGS TNTL. CORP. A 25'_12' 10.625" Page: 21 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Joint No LD Case No X - Tran in Y - Tran in Z- Rot rad 107 3 0.5357 0.4446 0.0026 108 4 .5683 0.1360 P.0039 109 28 1 0.0072 0.0561 0.0007 110 2 0.0625 0.4746 0.0060 111 3 .5401 0.4578 0.0018 112 4 .5606 0.1592 0.0038 113 29 1 0.0059 0.0601 0.0006 114 2 0.0508 0.5097 0.0056 115 3 .5430 0.4665 0.0011 116 4 .5530 0.1818 0.0037 117 30 1 0.0046 0.0638 0.0006 118 2 0.0402 0.5419 0.0051 119 3 .5443 0.4705 0.0003 120 4 .5458 0.2037 0.0035 121 31 1 0.0035 0.0672 0.0005 122 2 0.0305 0.5709 0.0045 123 3 .5441 0.4700 .0005 124 4 .5389 0.2245 .0034 125 132 1 0.0025 0.0701 0.0005 126 2 0.0221 0.5964 0.0039 127 3 .5424 0.4650 .0012 128 4 .5324 0.2441 .0032 129 33 11 0.0017 0.0727 0.0004 130 1 12 0.0148 0.6183 0.0033 131 1 13 .5393 0.4557 0.0019 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm Q Copyright 1995-1997, Softek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. A 25'-12' 10.625" Page: 22 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Joint No LD Case No X - Tran in Y - Tran in Z - Rot rad 132 4 0.5264 0.2623 0.0029 133 34 1 0.0010 0.0747 0.0003 134 2 0.0089 0.6364 0.0027 135 3 .5348 0.4423 .0025 136 4 .5208 0.2791 .0027 137 35 1 0.0005 0.0764 0.0002 138 2 0.0042 0.6506 0.0020 139 3 .5291 0.4252 .0031 140 4 .5158 0.2944 .0024 141 36 1 0.0002 0.0773 0.0002 142 2 0.0017 0.6590 0.0015 143 3 .5244 0.4093 .0035 144 4 .5126 0.3053 .0022 145 37 1 0.0001 0.0780 0.0001 146 2 0.0005 0.6651 0.0010 147 3 .5206 0.3912 .0039 148 4 .5105 0.3155 .0020 149 38 1 .0000 0.0785 0.0001 150 2 .0000 0.6689 0.0005 151 3 .5181 1.5172 0.3711 10042 152 4 .5094 0.3248 .0018 153 39 1 .0000 0.0786 P.0000 154 2 .0000 0.6701 .0000 155 3 0.3495 .0045 1.0016 156 4 P.5090 0.3331 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm Q Copyright 1995-1997, SoRek Services LAd. iURE STEEL BUILDINGS INTL. CORP.A 25'-12' 1�.625't. Page: 23 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Joint No LD Case No X - Tran in Y - Tran in Z - Rot rad 157 40 1 0.0000 0.0785 0.0001 158 2 .0000 0.6689 P.0005 159 3 .5181 0.3267 .0047 160 4 .5094 0.3403 .0014 161 41 1 .0001 0.0780 .0001 1.0049 162 2 .0005 0.6651 .0010 163 3 .5210 0.3032 164 4 .5102 .3464 10011 165 42 1 .0002 0.0773 10002 166 2 .0017 0.6590 .0015 167 3 .5260 0.2792 .0050 168 4 .5112 0.3512 .0009 169 43 1 .0005 0.0764 .0002 170 2 .0042 0.6506 .0020 171 3 .5330 0.2553 .0051 172 4 .5123 0.3548 .0006 173 44 1 .0010 0.0747 .0003 174 2 .0089 0.6364 .0027 175 1 3 .5432 0.2245 .0051 176 4 .5132 0.3575 .0003 177 45 1 .0017 0.0727 .0004 178 2 .0148 0.6183 .0033 179 3 .5535 F0.1936 .0051 180 4 .5135 P.3581 ro.0001 181 46 1 .0025 FO.0701 P.0005 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm CG, Copyright 1995-1997, Softek Services Ltd. FUTURE STEEL BUAI DOADGS INTL. CORP. A 25'-12' 1 U.625" Page: 24 73 BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Joint No LD Case No X - Tran in Y - Tran in Z - Rot rad 182 2 0.0221 0.5964 0.0039 183 3 1.5637 0.1628 .0051 184 4 1.5129 0.3564 0.0005 185 47 1 1.0035 0.0672 10005 186 2 1.0305 0.5709 .0045 187 3 1.5738 0.1325 .0050 188 4 1.5116 0.3525 0.0009 189 48 1 1.0046 0.0638 .0006 190 2 1.0402 0.5419 .0051 191 3 1.5837 0.1030 .0048 192 4 1.5096 0.3462 0.0012 193 49 1 .0059 0.0601 .0006 194 2 .0508 0.5097 .0056 195 3 .5930 0.0746 .0046 196 4 .5068 0.3375 0.0016 197 50 1 .0072 0.0561 .0007 198 2 .0625 0.4746 .0060 199 3 .6020 0.0477 .0043 200 1 4 .5031 0.3266 0.0020 201 51 1 .0087 0.0517 .0007 202 2 .0750 0.4371 .0064 203 3 .6104 0.0225.0040 204 14 .4988 0.3134 0.0024 205 152 1 .0102 0.04711.0067 .0008 206 2 .0881 0.3974 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm 0 Copyright 1995-1997, SoRek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. A 251-12' 10.625" Page: 25 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Joint No LD Case No X - Tran in Y - Tran in Z- Rot rad 207 3 0.6180 D.OD07 D.0037 208 4 .4937 .2980 0.0027 209 53 1 .0118 0.0423 .0008 210 2 .1018 0.3562 .0069 211 3 1.6250 .0215 .0032 212 4 1.4879 3.2806 0.0031 213 154 1 1.0134 0.0374 .0008 214 2 .1158 0.3140 .0071 215 3 1.6310 .0397 .0028 216 4 1.4815 .2613 0.0034 217 55 1 1.0151 0.0324 .0008 218 2 1.1300 0.2713 10071 219 3 1.6361 .0550 .0023 220 4 .4745 .2403 0.0036 221 56 1 .0167 0.0274 .0008 222 2 .1441 0.2289 .0070 223 3 .6401 .0672 .0017 224 4 .4671 .2177 0.0039 225 57 1 .0183 0.0225 .0008 226 2 .1579 0.1874 .0067 227 3 .6430 .0760 .0011 228 4 .4591 .1939 0.0040 229 58 1 .0199 0.0179 10008 230 2 .1710 0.1476 .0064 231 3 .6447 .0813 .0006 UBC/94 " RESULTS " S-FkAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm Q Copyright 1995-1997, Softek Services Ltd. FUTURE STEEL BUARID DOINGS INTL. CORP. A 25'-12' 10.625" Page: 26 73 WBRAMPTON, ONTARIO Filename: C:\SFRAMEW25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Joint No LD Case No X - Tran in Y - Tran in Z - Rot rad 232 4 0.4510 0.1692 0.0042 233 59 1 1.0213 0.0142.0007 234 2 .1832 0.11641.0007 .0061 235 3 .6454 .0830 .0001 236 4 .4426 .1483 0.0042 237 60 1 .0230 0.0108 238 2 1.1971 0.0884 .0056 239 3 1.6450 .0823 0.0004 240 4 1.4327 .1279 0.0043 241 61 1 1.0248 0.0079 .0006 242 2 1.2121 0.0640 10051 243 3 .6431 .0792 0.0010 244 4 .4207 11085 0.0043 245 62 1 .0266 0.0055 .0005 246 2 .2273 0.0434 .0045 247 3 .6392 .0740 0.0015 248 4 .4072 .0902 0.0043 249 63 1 .0284 0.0035 10005 250 1 2 .2420 0.0267 .0038 251 3 .6329 .0669 0.0021 252 4 .3921 .0732 0.0042 253 64 1 .0300 0.0019 P.0004 254 2 .2555 0.0141 0.0031 255 3 .6238 .0585 0.0026 256 4 .3757 .0579 0.0042 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm 0 Copyright 1995-1997, Softek Services L.td. FUTURE STEEL BU DOINMGS MTL. CORP. A 25'-12' 10.625" Page: 27 73 BRAMPTON, ONTARIO Filename: C:\SFRAMEW25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Joint No LD Case No X - Tran in Y - Tran in Z - Rot rad 257 65 1 D.0314 0.0008 0.0003 258 2 1.2668 0.0051 P.0023 259 3 1.6118 .0490 0.0032 260 4 1.3584 .0442 0.0041 261 66 1 1.0325 0.0001 .0002 262 2 .2753 .0005 10015 263 3 1.5965 .0391 0.0037 264 4 1.3403 .0323 0.0040 265 67 1 1.0331 .0003 10001 266 2 1.2804 .0033 1.0039 .0007 267 3 1.5778 .0293 0.0042 268 4 1.3216 .0224 0.0039 269 68 1 .0333 .0003 .0000 270 2 .2815 tO.0002 271 3 .5558 .0200 0.0047 272 4 .3026 .0143 0.0038 273 69 1 .0330 10003 0.0001 274 2 .2784 .0030 0.0010 275 3 .5306 .0119 0.0052 276 4 .2834 .0082 0.0037 277 70 1 .0322 .0001 0.0002 278 2 .2709 .0013 1.0038 0.0018 279 1 13 .5021 .0055 rO.0057 280 4 .2642 0.0036 281 171 11 P.0308 0.0001 FO.0003 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm m Copyright 1995-1997, Softek Services Ltd. FUTURE STEEL BUILDINGS OINTL. CORP. A 25'-12' 10.625" Page: 28 73 BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500 I Description: A MODEL Engineer: B. Gray & O. Gutierrez Row No Joint No LD Case No X - Tran in Y - Tran in Z - Rot rad 282 2 0.2590 0.0002 0.0026 283 3 .4709 .0014 0.0061 284 4 .2453 .0013 0.0036 285 72 1 .0291 0.0002 0.0003 286 2 .2443 0.0008 0.0029 287 3 .4378 0.0001 0.0063 288 4 .2264 0.0004 0.0035 289 73 1 .0243 0.0001 0.0004 290 2 .2038 0.0006 0.0033 291 3 .3549 0.0001 0.0065 292 4 .1810 0.0003 0.0035 293 74 1 .0188 0.0001 0.0004 294 2 .1577 0.0005 0.0037 295 3 .2689 0.0001 0.0067 296 4 .1358 .0002 0.0035 297 75 1 .0128 0.0001 0.0005 298 2 .1075 0.0003 0.0040 299 3 .1805 .0000 0.0069 300 4 .0906 .0001 0.0035 301 76 1 .0065 .0000 0.0005 302 2 .0544 0.0001 0.0042 303 3 .0906 .0000 1.0000 0.0070 304 4 .0454 .0001 0.0035 305 77 1 .0000 .0000 0.0005 306 1 12 .0000 0.0042 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm Q Copyright 1995-1997, Soflek Services Ltd. FUTURE STEEL BUIL DOINGS MTL. CORP. A 25'-12' 10.625" Page: 29 73 BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row Joint LD Case X - Tran Y - Tran Z - Rot Shear kips No No No in in rad 0.0984 307 3 0.0000 0.0000 0.0070 1.0770 308 4 D.0000 0.0000 0.0035 2 splacements are relative to the joint displacement coordinate system Segmental Forces For Primary Load Cases Row No Member LD Case No No Station ft Axial kips Shear kips Moment k -ft 1 1 1 0.0000 0.0984 0.0218 .0000 2 1 1.0770 0.0930 0.0218 0.0235 3 2 .0000 0.4011 0.1761 10000 4 2 .0770 0.4065 0.1761 0.1896 5 3 .0000 0.3870 0.0974 .0000 6 3 .0770 0.3924 0.0974 0.1049 7 4 .0000 .2692 .2314 .0000 8 4 .0770 .2692 .2099 .2376 9 2 1 .0000 1".0000 0.0930 0.0218 0.0235 10 1 .0770 0.0876 0.0218 0.0469 11 1 2 .0000 0.4065 0.1761 0.1896 12 2 .0770 0.4119 0.1761 0.3792 13 3 .0000 0.3924 0.0974 0.1049 14 3 .0770 0.3978 0.0974 0.2096 15 14 P.2692 P.2099 P.2376 16 4 P.0770 P.2692 P.1883 P.4521 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm �D Copyright 1995-1997, SoRek Services Ltd. FUTURE STEEL BUILDINGS OINTL. CORP. A 25'-12' 10.625" Page: 30 73 BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member . No LD Case No Station ft Axial kips Shear kips Moment k -ft 17 3 1 0.0000 0.0876 0.0218 0.0469 18 1 .0770 0.0822 0.0218 0.0704 19 2 1.0000 0.4119 0.1761 0.3792 20 2 .0770 0.4173 0.1761 0.5688 21 3 1.0000 0.3978 0.0974 0.2098 22 3 .0770 0.4032 0.0974 0.3147 23 1 4 1.0000 .2692 .1883 .4521 24 4 .0770 .2692 .1668 .6433 25 4 1 1.0000 0.0822 0.0218 0.0704 26 1 .0770 0.0768 0.0218 0.0936 27 2 1.0000 0.4173 0.1761 0.5686 28 2 .0770 0.4227 0.1761 0.7585 29 3 1.0000 0.4032 0.0974 0.3147 30 3 .0770 0.4086 0.0974 0.4197 31 4 1.0000 .2692 .1668 .6433 32 4 .0770 .2692 .1453 .8113 33 5 1 1.0000 0.0768 0.0218 0.0938 34 1 .0770 0.0714 0.0218 0.1173 35 2 1.0000 0.4227 0.1761 0.7585 36 2 .0770 0.4281 0.1761 0.9481 37 3 .0000 0.4086 0.0974 0.4197 38 3 .0770 0.4140 0.0974 0.5246 39 4 .0000 .2692 P.1453 P.8113 40 4 .0770 .2692 A 237 .9562 41 6 1 P.0000 0.0723 0.0185 0.1173 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm m Copyright 1995-1997, Soliek Services Ltd. FUTURE STEEL B D D GGS INTL. CORP. 73 OAD BRAMPTON, ONTARIO (905) 790-8500 A 25'-12' 10.625" Filename: C:\SFRAIvIE\A25-13U.TEL Description: A MODEL Engineer: B. Gray & O. Gutierrez Page: 31 Row Member LD Case Station Axial Shear Moment No No No ft kips kips k -ft 42 1 0.4435 0.0701 0.0186 0.1255 43 2 0.0000 0.4356 0.1566 0.9481 44 2 .4435 0.4378 0.1565 1.0175 45 3 .0000 0.4180 0.0786 0.5246 46 3 .4435 0.4202 0.0785 0.5594 47 4 .0000 .2745 .1114 0.9562 48 4 .4435 .2745 11026 1.0036 49 7 1 .0000 0.0714 0.0125 0.1255 50 1 .4428 0.0692 0.0128 0.1311 51 2 .0000 0.4497 0.1182 1.0175 52 2 .4428 0.4519 0.1179 1.0698 53 3 .0000 0.4254 0.0421 0.5594 54 3 .4428 0.4276 0.0418 0.5780 55 4 .0000 .2823 .0786 1.0036 56 4 .4428 0.2823 .0697 1.0365 57 8 1 .0000 0.0701 0.0065 0.1311 58 1 .4440 0.0679 0.0069 0.1341 59 2 .0000 0.4607 0.0762 1.0698 60 2 .4440 0.4629 0.0757 1.1035 61 3 .0000 0.4296 0.0026 0.5780 62 3 .4440 0.4318 0.0022 0.5790 63 4 .0000 .2874 0.0437 1.0365 64 1 4 .4440 .2874 P.0348 11.0539 65 19 1 .0000 0.0683 0.0010 0.1341 66 1 .4431 0.0662 0.0017 0.1347 UBC/94 " RESULTS " Thursday May 14 1998, 1:38 pm S -FRAME Professional I4eision 4.17 C Copyright 1995-1997, Softek Services Lud. FUTURE STEEL BUILDINGS INTL. CORP. A 25'-12' 10.625" Page: 32 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAMfiW25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member LD Case No No Station ft Axial kips Shear kips Moment k -ft 67 2 D.0000 0.4677 0.0352 1.1035 68 2 .4431 0.4699 0.0345 1.1189 69 3 .0000 0.4303 .0354 0.5790 70 3 5.4431 0.4324 .0361 0.5632 71 4 10000 .2894 .0097 1.0539 72 4 .4431 .2894 .0008 1.0562 73 10 1 .0000 0.0661 .0044 0.1347 74 1 5.4432 0.0640 .0035 0.1330 75 2 .0000 0.4710 .0085 1.1189 76 2 5.4432 0.4711 .0085 1.1152 77 1 3 .0000 0.4274 .0754 0.5632 78 3 .4432 0.4290 .0761 0.5296 79 4 .0000 .2883 0.0256 .0562 80 4 .4432 .2883 0.0344 .0429 81 11 1 .0000 0.0635 .0089 0.1330 82 1 .4433 0.0615 .0079 0.1292 83 2 .0000 0.4686 .0484 1.1152 84 2 .4433 0.4667 .0473 1.0940 85 3 .0000 0.4210 .1122 0.5296 86 3 .4433 0.4187 .1109 0.4802 87 4 .0000 .2843 0.0587 1.0429 88 4 .4433 .2843 0.0676 1.0149 89 12 1 .0000 rO.0605 P.0134 0.1292 90 1 .44380.0587 .0122 0.1236 91 2 .0000 0.4605 .0895 1.0940 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm m Copyright 1995-1997, SoRek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. 73 WARD ROAD BRAMPTON, ONTARIO (905)790-8500 Row No Meml5er LD Case Station .0869 No No Axial 92 .1446 ft kips 93 2 .4438 0.4564 94 3 •0000 0.4069 95 4 .4438 0.4009 96 1232 .0000 .2770 97 13 1 •4438 .2770 98 1 .0000 0.0573 99 2 .4429 0,0556 100 2 .0000 0.4467 101 3 •4429 0.4411 102 3 .0000 0.3863 103 0.2487 •4429 0.3772 104 4 .0000 .2667 105 i4 1 .4429 .2667 106 1 .0000 0.0540 107 0.8466 .4436 0.0524 108 2 2 .0000 0.4291 109 .4436 0.4223 110 3 3 .0000 0.3612 111 •4436 0.3495 112 4 .0000 .2558 113 15 1 .4436 .2558 114 1 .0000 0.0504 115 •4434 0.0490 116 2 .0000 0.4066 wwn. BC/94 " RESULTS " sday May 14 1998, 1:38 pm A 25'-12110.62511 Filename: C:ISFRA ,0A25-13U.TEL Description: A MODEL Engineer: B. Gray & O. Gutierrez Shear Moment kips k -ft .0869 1.0548 .1485 0.4802 .1446 0.4152 0.0931 .0149 0.1020 .9716 .0174 0.1236 .0161 0.1161 .1276 1.0548 1232 0.9993 .1801 0.4152 .1730 0.3370 0.1266 .9716 0.1164 .9178 .0207 0.1161 .0192 0.1073 .1602 0.9993 0.1539 0.9296 ).2044 0.3370 ).1935 0.2487 0.1386 .9178 D.1284 .8586 .0239 0.1073 0222 0.0971 1916 0.9296 1830 0.8466 S -FRAME'' Professional Version 4.17 C Copyright 1995-1997, SoRek Services Ltd. Page. 33 1 FUTURE STEEL BUARID DOINGS MTL. CORP. A 25'-12' 10.625" Page: 34 73 WBRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member No LD Case No Station ft Axial kips Shear kips Moment k -ft 117 3 0.0000 0.3305 0.2244 0.2487 118 3 .4434 0.3169 .2092 0.1526 119 4 .0000 .2431 0.1511 .8586 120 4 .4434 .2431 0.1409 .7939 121 16 1 .0000 0.0468 .0265 0.0971. 122 1 .4432 0.0455 .0247 0.0857 123 2 .0000 0.3809 .2180 0.8466 124 2 .4432 0.3727 .2070 1.2165 0.7524 125 3 .0000 0.2969 .2368 0.1526 126 3 .4432 0.2818 0.0521 127 4 .0000 .2295 0.1621 .7939 128 4 .4432 .2295 0.1519 .7243 129 17 1 .0000 0.0431 .0286 0.0857 130 1 .4427 0.0420 .0267 0.0735 131 2 .0000 0.3534 .2384 0.7524 132 2 .4427 0.3453 .2252 1.2148 0.6498 133 3 .0000 0.2621 .2400 0.0521 134 3 .4427 0.2466 0.0485 135 4 .0000 .2155 0.1712 .7243 136 4 .4427 0.2155 0.1610 .6508 137 118 1 .0000 0.0394 .0303 0.0735 138 1 .4436 0.0385 .0283 0.0605 139 2 .0000 0.3239 .2550 0.6498 140 2 .4436 0.3170 .2411 1.2359 0.5397 141 3 .0000 0.2265 .0485 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm 0 Cop)Tight 1995-1997, Softek Services Ltd. FUTURE STEEL B DD NGGS INTL. CORP. A 25'-12' 10.625" Page: 35 73 ROAD BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member LD Case No No Station ft Axial kips Shear kips Moment k -ft 142 3 D.4436 0.2122 0.2073 D.1468 143 4 .0000 .2004 0.1795 .6508 144 4 .4436 .2004 0.1693 .5734 145 19 1 5.0000 0.0358 .0316 0.0605 146 1 .4436 0.0350 .0295 0.0469 147 2 5.0000 0.2944 .2683 0.5397 148 2 .4436 0.2887 .2539 0.4239 149 3 .0000 0.1930 .2253 .1468 150 3 .4436 0.1835 .2009 .2414 151 4 .0000 .1846 0.1864 .5734 152 4 .4436 .1846 0.1762 .4930 153 20 1 .0000 0.0334 .0314 0.0469 154 1 .5268 0.0325 .0288 0.0311 155 2 .0000 0.2748 .2689 0.4239 156 2 .5268 0.2690 .2514 0.2868 157 3 .0000 0.1725 .2104 .2414 158 3 .5268 0.1650 .1879 .3463 159 4 .0000 .1749 0.1858 .4930 160 4 .5268 .1749 0.1737 .3983 161 21 1 .0000 0.0326 .0288 0.0311 162 1 .5272 0.0319 .0267 0.0164 163 2 .0000 0.2694 .2509 0.2868 164 1 2 .5272 0.2634 P.2330 0.1593 165 3 .0000 0.1654 .1876 .3463 166 3 P.5272 0.1577 P.1647 .4392 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm C, Copyright 1993-1997, Softek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. 73 WARD ROAD BRAMPTON, ONTARIO (905)790-8500 A 25'-12' 10.625" Filename: C:\SFR-A.ME\A25-13U.TEL Description: A MODEL Engineer: B. Gray & O. Gutierrez Row No Member . No LD Case No Station ft Axial kips Shear kips Moment k -ft 167 4 0.0000 0.1752 0.1734 .3983 168 4 .5272 0.1752 0.1612 .3101 169 22 1 1.0000 0.0319 .0267 0.0164 170 1 .5272 0.0312 .0246 0.0029 171 2 1.0000 0.2634 .2330 0.1593 172 2 1.5272 0.2575 .2151 0.0412 173 3 .0000 0.1577 .1647 .4392 174 3 1.5272 0.1501 .1418 .5200 1.2283 175 4 1.0000 .1752 0.1612 .3101 176 4 1.5272 0.1752 0.1491 177 23 1 .0000 0.0311 .0247 0.0029 178 1 .5268 0.0304 .0226 .0095 179 2 .0000 0.2571 .2155 0.0412 180 2 .5268 0.2511 .1976 .0676 181 3 .0000 0.1498 .1421 .5200 182 3 .5268 0.1422 .1191 .5888 183 4 .0000 .1750 0.1494 .2283 184 4 .5268 .1750 0.1373 .1528 185 24 1 .0000 0.0305 .0225 .0095 186 1 .5272 0.0298 .0205 .0209 187 2 .0000 0.2515 .1972 .0676 188 2 .5272 0.2455 .1792 .1669 1.1528 189 1 3 .0000 rO.1424 .1189 .5888 190 3 .5272 0.1348 .0960 .6454 191 4 P.0000 P.1752 0.1370 Page: 36 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 138 pm 0 Copyright 1995-1997, SoRek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. A 25'-12' 10.625" Page: 39 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member No LD Case No Station ft Axial kips Shear kips Moment k -ft 242 1 0.5272 0.0249 0.0059 0.0695 243 2 .0000 0.2096 .0718 0.5642 244 2 .5272 0.2036 .0539 .5973 245 3 .0000 0.0888 0.0415 .7318 246 3 .5272 0.0812 0.0644 .7039 247 4 .0000 3.1752 0.0521 0.1964 248 1 4 .5272 .1752 0.0400 0.2207 249 32 1 .0000 0.0249 .0059 .0695 250 1 .5268 0.0242 .0038 .0720 251 2 .0000 0.2035 .0542 .5973 252 2 .5268 0.1976 .0363 .6212 253 3 .0000 0.0813 0.0643 .7039 254 3 .5268 0.0737 0.0872 .6640 255 4 .0000 .1751 0.0403 0.2207 256 4 .5268 0.1751 0.0282 0.2388 257 33 1 .0000 0.0242 .0038 .0720 258 1 .5272 0.0235 .0017 .0735 259 2 .0000 0.1976 .0360 .6212 260 2 .5272 rO.1916 .0180 .6354 261 3 .0000 0.0735 0.0873 .6640 262 3 .5272 0.0659 0.1102 16119 263 4 .0000 .1751 0.0279 0.2388 264 4 .5272 .1751 0.0158 rO.2503 265 34 11 .0000 0.0235 0.0017 .0735 266 11 .5272 0.0226 0.0004 P.0738 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm Cir Copyright 1995-1997, Soflek Services Ltd. FUTURE STEEL BUDOINMGS INTL. CORP. A 25'-12' 10.625" Page: 40 73 BRAMPTON, ONTARIO Filename: C:\SFRAIv1E\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member No LD Case No Station ft Axial kips Shear kips Moment k -ft 267 2 0.0000 0.1916 0.0180 .6354 268 2 .5272 0.1857 0.0001 16402 269 3 10000 0.0659 0.1102 .6119 270 3 .5272 0.0582 0.1331 .5478 271 4 .0000 D.1751 0.0158 0.2503 272 4 .5272 0.1751 0.0036 0.2554 273 35 1 .0000 0.0228 .0004 .0738 274 1 .4107 0.0223 0.0012 .0736 275 2 10000 0.1855 10068 .6402 276 2 .4107 0.1814 0.0073 .6401 277 1 3 .0000 0.0630 0.1310 .5478 278 3 .4107 0.0577 0.1490 .4903 279 4 .0000 .1749 0.0099 0.2554 280 4 .4107 .1749 0.0005 0.2575 281 36 1 .0000 0.0224 0.0006 .0736 282 1 .4117 0.0220 0.0011 .0735 283 2 .0000 0.1814 0.0074 .6401 264 2 .4117 0.1784 0.0071 .6401 285 3 .0000 0.0695 0.1439 .4903 286 3 .4117 0.0667 0.1575 .4283 287 4 .0000 3.1743 0.0146 0.2575 288 4 .4117 .1743 0.0052 0.2616 289 37 1 .0000 0.0220 .0007 .0735 290 1 .4112 0.0218 0.0010 .0735 1-6401 291 2 .0000 0.1784 .0074 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm 0 Copyright 1993-1997, Softek Services Ltd. FUTURE STEEL B DDoINGGS AD MTL. CORP. A 25'-12' 10.625" Page: 41 73 BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member No LD Case No Station ft Axial kips Shear kips Moment k -ft 292 2 0.4112 0.1765 0.0072 0.6402 293 3 .0000 0.0792 0.1516 .4283 294 3 .4112 0.0782 0.1601 .3642 295 4 .0000 .1733 0.0193 0.2616 296 4 .4112 .1733 0.0098 0.2676 297 38 1 10000 0.0216 0.0008 .0735 298 1 .4114 0.0218 0.0009 .0735 299 2 .0000 0.1765 0.0075 .6402 300 2 .4114 0.1759 0.0073 .6402 1.3005 301 3 .0000 0.0912 0.1530 .3642 302 3 .4114 0.0910 0.1567 303 4 .0000 .1719 0.0241 0.2676 304 4 .4114 .1719 0.0147 0.2756 305 39 1 .0000 0.0218 0.0009 .0735 306 1 .4114 0.0218 0.0008 .0735 307 2 .0000 0.1759 0.0073 .6402 308 2 .4114 0.1765 0.0075 .6402 309 3 .0000 0.1036 0.1486 .3005 310 3 .4114 0.1036 0.1469 .2397 311 4 .0000 11701 0.0268 0.2756 312 4 .4114 .1701 0.0194 0.2855 313 40 1 .0000 0.021 B 0.0010 .0735 314 11 .4112 0.0220 rO.0007 .0735 315 12 .0000 0.1765 .0072 .6402 316 12 P.4112 0.1784 0.0074 .6401 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm 9 Copyright 1993-1997, Softek Services Ltd. FUTURE STEEL BUILDINGS WTL. CORP. 73 WARD ROAD BRAMPTON, ONTARIO (905) 790-8500 A 251-12' 10.625" Filename: C:\SFRAME\A25-13U.TEL Description: A MODEL Engineer: B. Gray & O. Gutierrez Page: 42 Row Member LD Case Station Axial Shear Moment No . No No ft kips kips k -ft 317 3 0.0000 0.1154 0.1378 0.2397 318 3 0.4112 0.1152 0.1361 .1834 319 4 .0000 3.1679 0.0334 0.2855 320 4 .4112 3.1679 0.0260 0.2977 321 41 1 .0000 0.0220 0.0011 .0735 322 1 .4117 0.0224 0.0006 .0736 323 2 .0000 0.1784 0.0071 .6401 324 2 .4117 0.1814 0.0074 .6401 325 3 .0000 0.1258 0.1263 .1834 326 3 .4117 0.1255 0.1246 .1317 327 4 .0000 3.1652 0.0395 0.2977 328 4 5.4117 3.1652 0.0321 0.3124 329 42 1 .0000 0.0223 0.0012 .0736 330 1 5.4107 0.0228 0.0004 .0738 331 2 .0000 0.1814 0.0073 .6401 332 2 .4107 0.1855 0.0068 .6402 333 3 .0000 0.1351 0.1141 .1317 334 3 .4107 0.1347 0.1125 .0652 335 4 .0000 .1621 0.0453 0.3124 336 4 .4107 3.1621 0.0380 0.3295 337 43 1 .0000 0.0228 0.0004 .0738 338 1 .5272 0.0235 0.0017 .0735 339 2 .0000 0.1857 0.0001 .6402 340 12 .5272 0.1916 0.0180 .6354 341 .3 .0000 0.1386 0.1075 .0852 UBC/94 " RESULTS " Thursday May 14 1998, 1:38 pm S -FRAME Professional Version 1.17 Q Copyright 1995-1997, Softek Services L.td. FUTURE STEEL BUILDINGS INTL. CORP. 73 WARD ROAD BRAMPTON, ONTARIO (905) 790-8500 A 25'-12' 10.625" Filename: C:\SFRAME\A25-13U.TEL Description: A MODEL Engineer: B. Gray & O. Gutierrez Row No Member No LD Case No Station ft Axial kips Shear kips Moment k -ft 342 3 0.5272 0.1379 0.1055 .0291 343 4 .0000 3.1606 0.0438 0.3295 344 4 3.5272 3.1606 0.0343 0.3501 345 44 1 .0000 0.0235 0.0017 .0735 346 1 .5272 0.0242 0.0038 .0720 347 2 5.0000 0.1916 0.0180 .6354 348 1 2 .5272 0.1976 0.0360 .6212 349 3 .0000 0.1379 0.1055 3.0291 350 3 .5272 0.1372 0.1034 0.0260 351 4 5.0000 .1606 0.0343 0.3501 352 4 .5272 0.1606 0.0248 0.3657 353 45 1 .0000 0.0242 0.0038 .0720 354 1 .5268 0.0249 0.0059 .0695 355 2 .0000 0.1976 0.0363 .6212 356 2 .5268 0.2035 0.0542 0.5973 357 3 .0000 0.1370 0.1036 0.0260 358 3 .5268 0.1364 0.1015 0.0800 359 4 .0000 .1607 0.0245 0.3657 360 4 .5268 0.1607 0.0150 0.3761 361 46 1 .0000 0.0249 0.0059 .0695 362 1 .5272 0.0256 0.0079 .0658 363 2 .0000 0.2036 0.0539 .5973 364 2 .5272 rO.2096 0.0718 0.5642 365 3 .0000 0.1365 0.1013 0.0800 366 3 .5272 0.1358 0.0992 0.1329 Page: 43 U113094 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm CU Copyright 1995-1997, Softek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. A 25'-12' 10.625" Page: 44 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRA %4E\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member No LD Case No Station ft Axial kips Shear kips Moment k -ft 367 4 0.0000 DA 606 0.0153 0.3761 368 4 .5272 D.1606 0.0058 0.3817 369 47 1 .0000 0.0256 0.0079 .0658 370 1 .5272 0.0263 0.0100 .0611 371 2 .0000 0.2096 0.0718 .5642 372 2 .5272 rO.2156 0.0897 .5216 373 3 .0000 0.1358 0.0992 0.1329 374 3 .5272 0.1351 0.0971 0.1846 375 4 .0000 .1606 0.0056 0.3817 376 4 .5272 .1606 0.0037 0.3822 377 48 1 .0000 0.0263 0.0101 P.0611 376 1 .5268 0.0270 0.0122 10552 379 2 .0000 0.2154 0.0901 .5216 380 2 .5268 0.2214 0.1080 .4695 381 1 3 .0000 0.1350 0.0974 0.1846 382 3 .5268 0.1343 0.0953 0.2354 383 4 .0000 .1606 .0040 0.3822 384 4 .5268 .1606 .0134 0.3776 385 49 1 .0000 0.0270 0.0121 0.0552 386 1 .5272 0.0277 0.0142 .0483 387 2 .0000 0.2216 0.1076 .4695 388 2 .5272 0.2275 0.1255 .4080 389 3 .0000 0.1344 rO.0950 0.2354 390 3 .5272 0.1337 0.0930 0.2849 391 4 .0000 P.1607 P.0132 0.3776 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm m Copyright 1995-1997, Softek Services Ltd. r _ FUTURE STEEL BUILDINGS INTL. CORP. 73 WARD ROAD BRAMPTON, ONTARIO (905)790-8500 A 25'-12' 10.625" Filename: C:\SFRAME\A25-13U.TEL Description: A MODEL Engineer: B. Gray & O. Gutierrez Row No Member . No LD Case No Station ft Axial kips Shear kips Moment k -ft 392 4 0.5272 0.1607 0.0226 0.3682 393 50 1 .0000 0.0277 0.0142 .0483 394 1 .5272 0.0284 0.0163 .0402 395 2 5.0000 0.2275 0.1255 .4080 396 2 .5272 0.2335 0.1434 .3371 397 3 5.0000 0.1337 0.0930 0.2849 398 3 .5272 0.1331 0.0909 0.3334 399 4 5.0000 .1607 .0226 0.3682 400 4 .5272 .1607 .0321 0.3538 401 51 1 .0000 0.0284 0.0163 .0402 402 1 1 .5268 0.0291 0.0184 .0311 403 2 5.0000 0.2333 0.1438 .3371 404 2 .5268 0.2392 0.1618 .2566 405 3 .0000 0.1329 0.0911 0.3334 406 3 .5268 0.1322 0.0890 0.3808 407 4 .0000 11606 .0324 0.3538 408 4 .5268 .1606 .0419 0.3342 409 52 1 5.0000 0.0291 0.0164 .0311 410 1 .5272 0.0298 0.0205 .0209 411 2 .0000 0.2395 0.1613 .2566 412 2 .5272 0.2455 0.1792 .1669 413 3 .0000 0.1324 0.0888 0.3808 414 13 .5272 0.1317 0.0867 0.4271 415 1 14 P.0000 P.1607 P.0416 0.3342 416 1 14 P.5272 P.1607 P.0511 EO.3097 Page: 45 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm (D Copyright 1995-1997, SoRek Services IA. FUTURE STEEL BUILDINGS MTL. CORP. A 25'-12' 10.625" Page: 46 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member No LD Case No Station ft Axial kips Shear kips Moment k -ft 417 53 1 0.0000 0.0298 0.0205 0.0209 418 1 .5272 0.0305 0.0225 10005 419 2 .0000 0.2455 0.1792 .1669 420 2 .5272 1.5272 0.2515 0.1972 .0676 421 3 .0000 0.1317 0.0867 0.4271 422 3 0.1310 0.0846 0.4722 423 4 .0000 3.1607 .0511 0.3097 424 4 .5272 .1607 .0606 0.2803 425 54 1 .0000 0.0304 0.0226 0.0095 426 1 .5268 0.0311 0.0247 0.0029 427 2 .0000 0.2511 0.1976 0.0676 428 2 .5268 0.2571 0.2155 0.0412 429 3 .0000 0.1308 0.0848 0.4722 430 3 .5268 0.1301 0.0828 0.5164 431 4 .0000 .1606 3.0609 0.2803 432 4 .5268 .1606 3.0704 0.2457 433 55 1 .0000 0.0312 0.0246 0.0029 434 1 .5272 0.0319 0.0267 0.0164 435 1 2 .0000 F0.2575 0.2151 0.0412 436 2 .5272 0.2634 0.2330 0.1593 437 3 .0000 0.1303 0.0825 0.5164 438 3 .5272 0.1296 0.0804 0.5593 439 4 .0000 0.1607 .0701 0.2457 440 1 4 .5272 P.1607 .0796 0.2063 441 156 1 .0000 FO.0319 0.0267 0.0164 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm m Copyright 1995-1997, SoRek Services Ltd. P FUTURE STEEL BUILDINGS INTL. CORP. 73 WARD ROAD BRAMPTON, ONTARIO (905) 790-8500 A 251-12' 10.625" Filename: C:\SFRAME\A25-13U.TEL Description: A MODEL Engineer: B. Gray & O. Gutierrez Page: 47 Row Member LD Case Station Axial Shear Moment No No No ft kips kips k -ft 442 1 D.5272 0.0326 0.0288 0.0311 443 2 0.0000 0.2634 0.2330 0.1593 444 2 .5272 0.2694 0.2509 0.2868 445 3 .0000 0.1296 0.0804 0.5593 446 3 .5272 0.1289 0.0784 0.6012 447 4 .0000 .1607 .0796 0.2063 448 4 .5272 .1607 .0891 0.1619 449 57 1 .0000 0.0325 0.0288 0.0311 450 1 .5268 0.0334 0.0314 0.0469 451 1 2 .0000 0.2690 0.2514 0.2868 452 2 .5268 0.2748 0.2689 0.4239 453 3 .0000 0.1287 0.0786 0.6012 454 3 .5268 0.1279 0.0761 0.6419 455 4 .0000 PA 605 .0893 0.1619 456 4 .5268 0.1605 .0988 0.1123 457 58 1 .0000 0.0350 0.0295 0.0469 458 1 .4436 0.0358 0.0316 0.0605 459 2 .0000 0.2887 0.2539 0.4239 460 2 .4436 0.2944 0.2683 0.5397 461 3 .0000 0.1318 0.0692 0.6419 462 3 .4436 0.1310 0.0671 0.6721 463 4 .0000 0.1656 .0901 0.1123 464 4 .4436 .1656 .0981 0.0705 465 59 1 P.0000 0.0385 0.0283 0.0605 466 1 P.4436 0.0394 0.0303 0.0735 UBC/94 " RESULTS " Thursday May 14 1998, 1:38 pm S -FRAME Professional Version 4.17 CS Copyright 1995-1997, SoRek Services Ltd. FUTURE STEEL B DD GGS INTL. CORP. A 25'-12' 10.625" Page: 48 73 ROAD BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member LD Case No No Station ft Axial kips Shear kips Moment k -ft 467 2 0.0000 0.3170 0.2411 0.5397 468 2 .4436 0.3239 0.2550 0.6498 469 3 .0000 0.1364 0.0552 0.6721 470 3 .4436 0.1354 0.0532 0.6962 471 4 .0000 .1736 0.0830 0.0705 472 4 .4436 0.1736 0.0910 0.0319 473 60 1 .0000 0.0420 0.0267 0.0735 474 1 .4427 0.0431 0.0286 0.0857 475 2 .0000 0.3453 0.2252 0.6498 476 2 .4427 0.3534 0.2384 0.7524 477 3 .0000 0.1396 0.0410 0.6962 478 3 .4427 0.1384 0.0391 0.7139 479 4 .0000 .1810 .0752 0.0319 480 4 .4427 0.1810 .0832 0.0032 481 61 1 .0000 0.0455 0.0247 0.0857 482 1 .4432 0.0468 0.0265 0.0971 483 2 .0000 0.3727 0.2070 0.7524 484 2 .4432 0.3809 0.2180 0.8466 485 3 .0000 0.1413 0.0270 0.7139 486 3 .4432 0.1400 0.0252 0.7255 487 4 .0000 .1875 .0673 .0032 488 4 .4432 .1875 .0752 .0347 489 62 1 .0000 0.0490 0.0222 0.0971 490 1 .4434 0.0504 0.0239 0.1073 491 2 .0000 0.3989 0.1830 0.8466 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm 0 Copyright 1995-1997, SoRek Services lAd. FUTURE STEEL BUILDINGS INTL. CORP. A 25'-12' 10.625" Page: 49 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member No LD Case No Station ft Axial kips Shear kips Moment k -ft 492 2 0.4434 0.4066 0.1916 0.9296 493 3 .0000 0.1417 0.0125 0.7255 494 3 .4434 0.1402 0.0109 0.7307 495 4 .0000 .1935 3.0581 .0347 496 4 .4434 .1935 .0661 .0623 497 163 1 .0000 0.0524 0.0192 0.1073 498 1 .4436 0.0540 0.0207 0.1161 499 2 .0000 0.4223 0.1539 0.9296 500 2 .4436 0.4291 0.1602 0.9993 501 3 .0000 0.1406 .0019 0.7307 502 3 .4436 0.1390 .0034 0.7295 503 4 .0000 3.1987 .0482 10623 504 4 .4436 .1987 .0562 .0855 505 64 1 .0000 0.0556 0.0161 0.1161 506 1 .4429 0.0573 0.0174 0.1236 507 2 .0000 0.4411 0.1232 0.9993 508 2 .4429 0.4467 0.1276 1.0548 509 3 .0000 0.1382 .0152 0.7295 510 3 .4429 0.1364 .0166 0.7225 511 4 .0000 .2028 .0392 .0855 512 4 .4429 .2028 .0471 .1046 513 65 1 .0000 0.0587 0.0122 0.1236 514 1 .4438 0.0605 ru.0134 ru.1292 515 2 .0000 0.4564 0.0869 1.0548 516 2 .4438 0.4605 0.0895 F1.0940 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm 0 Copyright 1995-1997, SoRek Services Ltd. FUTURE STEEL BUILDINGS D DOINGS INTL. CORP. A 25'-12' 10.625" Page: 50 73 BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member No LD Case No Station ft Axial kips Shear kips Moment k -ft 517 3 0.0000 0.1344 0.0208 0.7225 518 3 D.4438 0.1325 0.0300 0.7094 519 4 10000 12062 .0287 11046 520 4 .4438 .2062 .0345 .1186 521 66 1 10000 0.0615 0.0079 0.1292 522 1 .4433 0.0635 0.0089 0.1330 523 2 10000 0.4667 0.0473 1.0940 524 2 j.4433 0.4686 0.0484 1.1152 525 3 .0000 0.1292 .0419 0.7094 526 3 .4433 0.1273 .0430 0.6906 527 4 .0000 .2085 .0156 .1186 528 4 .4433 .2085 .0214 .1268 529 67 1 .0000 0.0640 0.0035 0.1330 530 1 .4432 0.0661 0.0044 0.1347 531 2 .0000 0.4711 0.0085 1.1152 532 2 .4432 0.4710 0.0085 1.1189 533 3 .0000 0.1232 .0536 0.6906 534 3 .4432 0.1211 .0544 0.6667 535 4 .0000 .2095 .0036 .1268 536 4 .4432 0.2095 .0094 .1296 537 68 1 .0000 0.0662 .0017 0.1347 538 1 i.4431 0.0683 .0010 0.1341 539 1 12 .0000 0.4699 .0345 1.1189 540 1 2 .4431 0.4677 .0352 1.1035 541 1 13 P.0000 0.1157 .0653 0.6667 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm 0 Copyright 1995-1997, SoRek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. A 25'-12' 10.625" Page: 51 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member LD Case . No No Station ft Axial kips Shear kips Moment k -ft 542 3 0.4431 0.1135 0.0660 0.6376 543 4 .0000 .2095 0.0096 .1296 544 4 .4431 .2095 0.0040 .1266 545 69 1 .0000 0.0679 .0069 0.1341 546 1 .4440 0.0701 .0065 0.1311 547 2 .0000 0.4629 .0757 1.1035 546 2 .4440 0.4607 .0762 1.0698 549 3 .0000 0.1074 .0756 0.6376 550 3 .4440 0.1052 .0761 0.6039 551 4 .0000 .2084 0.0222 .1266 552 4 .4440 0.2084 0.0165 .1180 553 70 1 .0000 0.0692 .0126 0.1311 554 1 .4428 0.0714 .0125 0.1255 555 2 .0000 0.4519 .1179 1.0698 556 2 .4428 0.4497 .1182 1.0175 557 3 .0000 0.0976 .0653 0.6039 558 3 .4428 0.0956 .0656 0.5661 559 4 .0000 3.2060 0.0354 .1160 560 1 4 .4428 0.2060 0.0296 .1036 561 71 1 .0000 0.0701 .0186 0.1255 562 1 .4435 0.0723 .0185 0.1173 563 2 .0000 0.4378 .1565 1.0175 564 2 .4435 rO.4356 P.1566 0.9461 565 3 .0000 0.0679 P.0935 0.5661 566 3 .4435 FO.0857 P.0936 0.5246 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm C Copyright 1995-1997, Softek Services LAd. FUTURE STEEL BUILDINGS INTL. CORP. 73 WARD ROAD BRAMPTON, ONTARIO (905)790-8500 A 25'-12' 10.625" Filename: C:\SFRAME\A25-13U.TEL Description: A MODEL Engineer: B. Gray & O. Gutierrez Row No Member No LD Case No Station ft Axial kips Shear kips Moment k -ft 567 4 0.0000 0.2027 0.0473 .1036 568 4 .4435 0.2027 0.0415 .0839 569 72 1 .0000 0.0714 .0218 0.1173 570 1 .0770 0.0768 .0218 0.0938 571 2 .0000 0.4281 .1761 0.9481 572 2 .0770 0.4227 .1761 0.7585 573 3 .0000 0.0814 .0974 0.5246 574 3 .0770 0.0760 .0974 0.4197 575 4 .0000 .2006 0.0506 10839 576 4 .0770 .2006 0.0366 .0370 577 173 1 .0000 0.0768 10218 0.0938 578 1 .0770 0.0822 .0218 0.0704 579 2 .0000 0.4227 .1761 0.7585 580 2 .0770 0.4173 .1761 0.5688 581 3 .0000 0.0760 .0974 0.4197 582 3 .0770 0.0706 .0974 0.3147 583 4 .0000 .2006 0.0366 .0370 584 4 .0770 .2006 0.0226 .0051 585 74 1 .0000 0.0822 .0218 0.0704 586 1 .0770 0.0876 .0218 0.0469 587 2 .0000 0.4173 .1761 0.5688 588 2 .0770 0.4119 .1761 0.3792 589 3 .0000 0.0706 .0974 0.3147 590 3 .0770 0.0652 .0974 0.2098 591 4.0000 .2006 0.0226 .0051 Page: 52 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm Co Copyright 1995-1997, Softek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. A 25'-12' 10.625" Page: 53 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRA1v1E\A25-13U.TEL (905) 790-8500 I Description: A MODEL Engineer: B. Gray & O. Gutierrez Row No Member LD Case No No Station ft Axial kips Shear kips Moment k -ft 592 4 1.0770 0.2006 0.0086 0.0117 593 75 1 .0000 0.0876 .0216 0.0469 594 1 .0770 0.0930 .0218 0.0235 595 2 .0000 0.4119 .1761 1.0974 0.3792 .596 2 .0770 0.4065 .1761 0.1896 597 3 .0000 0.0652 0.2098 598 3 .0770 0.0597 .0974 0.1049 599 4 .0000 .2006 0.0086 0.0117 600 4 .0770 .2006 .0054 0.0134 601 76 1 .0000 0.0930 .0218 0.0235 602 1 .0770 0.0984 .0218 .0000 603 2 .0000 0.4065 .1761 0.1896 604 2 .0770 0.4011 .1761 1.0974 3.0000 605 3 .0000 0.0597 .0974 0.1049 606 1 13 .0770 rO.0543 .0000 607 14 P.0000 P.2006 P.0054 0.0134 608 14 P.0770 P.2006 P.0194 .0000 ger Forces are given in the members local coordinate system ve Axial ==> Tension ve Moment => Compression on top fibre UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm sD Copyright 1995-1997, Softek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. A 25'-12' 10.625" Page: 37 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member No LD Case No Station ft Axial kips Shear kips Moment Ot 192 4 0.5272 0.1752 0.1249 0.0836 193 25 1 .0000 0.0298 .0205 .0209 194 1 .5272 0.0291 .0184 .0311 195 2 .0000 0.2455 .1792 .1669 196 2 .5272 0.2395 .1613 .2566 197 3 .0000 0.1348 .0960 .6454 198 3 .5272 0.1271 .0731 .6900 199 4 .0000 .1752 0.1249 .0838 200 4 .5272 .1752 0.1127 .0211 201 26 1 .0000 0.0291 .0184 .0311 202 1 .5268 0.0284 .0163 .0402 203 2 .0000 0.2392 .1618 1.0733 .2566 204 2 .5268 0.2333 .1438 .3371 205 3 .0000 0.1270 .6900 206 3 .5268 0.1194 .0504 .7225 207 4 .0000 .1750 0.1131 .0211 208 4 .5268 .1750 0.1009 0.0352 209 27 1 .0000 0.0264 .0163 .0402 210 1 .5272 0.0277 .0142 .0483 211 2 .0000 0.2335 .1434 .3371 212 2 .5272 0.2275 .1255 1.0272 .4080 1.7429 213 3 .0000 0.1195 .0502 .7225 214 3 .5272 rO.1118 215 4 .0000 .1752 0.1006 0.0352 216 4 P.5272 P.1752 0.0885 0.0851 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm C Copyright 1993-1997, SoRek services [.td. FUTURE STEEL BUILD DOINGS INTL. CORP. A 25'-12' 10.625" Page: 38 73 WARBRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500Description: A MODEL I Engineer: B. Gray & O. Gutierrez Row No Member No LD Case No Station ft Axial kips Shear kips Moment k -ft 217 28 1 0.0000 0.0277 0.0142 0.0483 218 1 1.5272 0.0270 .0121 .0552 219 2 1.0000 0.2275 .1255 .4080 220 2 1.5272 0.2216 .1076 .4695 221 3 1.0000 0.1118 .0272 .7429 222 3 1.5272 0.1041 D.0043 D.7513 223 4 1.0000 .1752 0.0885 0.0851 224 4 1.5272 3.1752 0.0764 0.1285 225 29 1 1.0000 0.0270 .0122 .0552 226 1 1.5268 0.0263 .0101 .0611 227 2 1.0000 0.2214 .1080 .4695 228 2 .5266 0.2154 .0901 .5216 229 3 .0000 0.1041 .0045 .7513 230 3 .5268 0.0965 0.0184 .7476 231 4 .0000 .1750 0.0767 0.1285 232 4 .5268 .1750 0.0646 0.1658 233 30 1 .0000 0.0263 0.0100 .0611 234 1 .5272 0.0256 .0079 .0658 235 2 .0000 0.2156 .0897 .5216 236 2 .5272 0.2096 .0718 .5642 237 3 .0000 0.0965 0.0186 .7476 238 3 .5272 0.0686 0.0415 .7318 239 4 .0000 .1752 0.0643 0.1658 240 4 .5272 .1752 0.0521 0.1964 241 31 1 P.0000 0.0256 0.0079 .0658 UBC/94 " RESULTS " S -FRAME Professional Version 4.17 Thursday May 14 1998, 1:38 pm C9 Copyright 1995-1997, SoRek Services Ltd. FUTURE STEEL BUILDINGS NFilename: INTL. CORP. A 25'-12' 10.625" BRAS WARILONTARIO me: C:\SFRAME\A25-13U.TEL (905) 790-8500 Description: A MODEL Engineer: B. Gray & O. Gutierrez S -FRAME For Windows Professional Version 4.17 © Copyright 1995-1997, Softek Services Ltd. Head Office: #275 - 13500 Maycrest Way Richmond, B.C. V6V 2N8 Canada Phone: (604)273-7737 Fax: (604)273-7731 Softek assumes no responsibility for the accuracy, validity or applicability of the results of S -FRAME Model Size Joints 77 Load Cases 4 Slaves 0 Load Combs 3 Members 76 Groups 0 Shells 0 Nonlinear Springs 0 Springs 0 Time History Curves 0 Sections 3 RSA Spectra Curves 0 Materials 1 User Coordinate Sys. 0 Lumped Masses 0 Default Constraints 1, 1, 1 UBC/94" RESULTS " Friday July 17 1998, 10:29 am S -FRAME Professional Version 4.17 D Copyright 1995-1997, Softek Services Ltd. FUTURE STEEL BUILDINGS INTL. CORP. A 25'-12' 10.625" Page: 1 73 WARD ROAD BRAMPTON, ONTARIO Filename: C:\SFRAME\A25-13U.TEL (905) 790-8500 Description: A MODEL Engineer: B. Gray & O. Gutierrez Reactions For Primary Load Cases Row No Joint No LD Case No X -Force kips Y -Force kips Z -Moment k -ft 1 1 1 D.0218 0.0984 0.0000 2 2 D.1761 0.4011 D.0000 3 13 .0974 0.300 0.0000 4 1 14 0.2314 0.2692 P.0000 s are relative to the joint displacement coordinate system UBC/94" RESULTS " S -FRAME Professional Version 4.17 Friday July 17 1998, 10:29 am CU Copyright 1993-1997, SoRek Services IA. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING E: PMT. # OWNER: 0l k! Z C -;P 5 / PHONE: X33 X222 MAIL ADDRESS: �,7 SITE ADDRESS: _76 ¢ 7 42Z /4/;A4 42 -- PROPOSED PROPOSED USE: PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? 2. Is the structure already built, under construction, or under notice of code violation? 3. Will items produced in this building be offered for sale? 4. Will the public have access to this building? 5. Will any advertising, on or off site, be associated with the use of this building? 6. Will this building be occupied at any time as a sleeping quarters? 7. Will this building be occupied at any time as an eating area? 8. Will this building be occupied at any time as a cooking area? 9. Will this building be occupied at any time as a living area? SITE CONDITIONS: Yes: No: Yes: No: 1� Yes: No: No: Yes: No: !% Yes: No: 16. Will this building have a water closetttoilet? Yes: No: . Yes: No: t-� Yes: No: Yes: Yes: No: k--- 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No: 1� 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: 1- ' 12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No: 13. Will the proposed structure encroach within any recorded easement? Yes: No: CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: 15. Will this building be heated or cooled? Yes: No: 1� 16. Will this building have a water closetttoilet? Yes: No: 17. Will this building have a sink? Yes: No: 18. Will this building have a water heater? Yes: No: 19. What type of floor covering will the building have? 20. What type of wall covering will the building have? ADDITIONAL INFORMATION: M -- I hearby affirm under penally of perjury the above infromation is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. OWNS SIGNATURE DATE OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: COMMENTS: DATE: . ............... .................... ...................................................................... .. ......................................................... ... ..................... ............................................................... . .................. .............. .. .. . ............................. ................................. ............ ............... ... ............... ..................................... ................................ . . ................................... .......................... ............. .... .......... ............................ ........................... ................................. ..... .... . ......... ......................... .... X ......... :334:: ..... .............. ............... .... . .. ............ ..... ............... : ................................................................................................ ....... ........... . ................... . .............................. ............. .. ................... .............. ............................... ......... ................................ ........... ................................. .... ... .................. ... ...... .............................. . ... .............. ............................. .................................................................................. .... ..... ........ . ........... ...................................... Bili To: :._ .. ..� ..�..•,r �h r;.,,�n-.-...-n. v+raat �.;.,...�.:}�v .::pn••aw a�4`�.)i"n';S.f'P"'r t7i ,� • • - r - .r i f vxr:1. i?'°::dr. .. ... 6 , .. a 026-080-001 PERMIT#97-1952 -ALEXANDER, Felicia •7047 Melvina, Palermo Cont: ,Royal, Flush Plbg Repair. Gas Line/SF 9/9A15 .. I I .. 1. ' y�OFFICE COPY LEE s /& / /1/� y Date ELECTRIC,,- Meter RIC y--�' Date • �3,�1/,QCT �/� 1 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California., 95965 - Telephone (916) 538-754'1' PERMIT NO. (Rev. 12/96) APPLICATIONfANDPERMIT ,� 9 11 - / q ASSESSOR PARCEL NUMBER 026-080-001 ZONING BUILDING PERMIT OWNER ALEXANDER FELICIA TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME ROYAL FLUSH PLSG TELEPHONE 533-4128 CONTRACTORS MAILING ADDRESS P 0 SOX 243 PALERMO CA 95968 CONSTRUCTION LENDER NONE Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER NOME UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 7047 MELVINA PALERMO Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF M Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK V New ❑ Addition ❑ Remodel ❑ Utilities ❑l Installation ❑ Other ❑ Describe Work: REPAIR GAS LINE Gas piping system t - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S • 00 ELECTRICAL PERMIT Fling Fee 20.00' Main Service 200AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. q / License Class C - U. Lic. No. GSI t1� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLINGOCCUP. s0 OR ADDNS. ( a ACC. O.CCS 3.5¢FT: "mNaES'IF. MAUIL�TI.O RCL'TIT. @7,50 EL APPARATUS d SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @''50 SAL @ .50 Ex. Occup. OUTELETSD APRES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 42 I certify that in the performance of the work for which this permit is issued, I shall ' not employ an person in an manner so as to become subject to workers' P Y Y P Y � compensation laws of California, and agree that if I should become subject to the workers' compensation' provisions of section. 3700 of the Labor Code, I shall forthwith comply with those provisions. X J j� 3Date _'�� �% Signature of Applicant - ❑ Owner g Contractor ❑• Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 35.00 FEES IMP I FLOOD I CDF PARCEL PD I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B Date 99/97 Y PERMIT EXPIRES ON9998 Date rReceipto. 224530 .D.S.-B.D. CANARY -ASSESSOR PINK•INSPECTOR GOLDENROD COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIV[ N 7 County Center Drive - Oroville, Cdl'rforriii 95965 - Telephone (916) 5383-75 38-7 1 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT �` 5 ASSESSOR PARCEL NUMBER ZONING BUIL ING PERMIT OWNER FELTISTA ALEXANDER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME ROYAL FLUSH PLBG TELEPHONE ' 533-4128 CONrRACTOR'S MAILING ADDRESS P 0 BOX 243 PALERMO CA 95968 CONSTRUCTION LENDER NONE LENDER'S MAILING ADDRESS ' Fireplace Total Valuation $ ARCHITECT OR ENGINEER NONE LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 7 V PALERMO Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF N Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat'purnp water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑Y Installation ❑ Other ❑ Describe Work: REPAIR GAS LINE Gas piping system 1 - 5 outlets 15.00 15 , 00 Building sewer 15.00 Mobile Home S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service loon oR LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class C-36 Lic. No. (� S% G3 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BLDS. s0 3.50FT; rN,o RESIDT MULTI.OUTLET QG 7.50 POWER APPARATUS d SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20@''50 BAL @ .SO Ex. Occup. oUTLEEDT. AE�s o.OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall orthwith�omply with those provisions. X AiDate _t�7 __ Signature of Applicant - ❑ Owner Qr Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ is on HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicate ova for h' h fees h ve By PERMIT EXPIRES ON the applicable provisions Resolutions to do work een paid. Date 9/9/97 9/9/98 Date ReceiptNo. 224510 I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT z4t .m �a FLOODING EFFECT FROM WYMAN RAVINE 39026,15' 12 CT /VZ) ZONE X OF STUDY ZONE X 34 ROgO 3 T19N T18N 26 LO N _O J Lu z a z O '-km;.;.,..:. s+.a»wy,@,.n,•f •,...,.,X_ iv.,}e,..:..rfrg 3-57-1 2 • M2 River Mile Horizontal Coordinates Based on North 97007'30 32022'30" American Datum of 1927 (NAD 271 Projection. NOTES This map is for use in administering the National Flood Insurance Program: it does not necessarily identify all areas subject to flooding, particularly from local drainage sources of small size, or all planimetric features outside Special Flood Hazard Areas. The community map repository should be consulted for more detailed data on BFE's, and for any information on floodway delineations, prior to use of this map for property purchase or construction purposes. Areas of -Special Flood Hazard (100 -year flood) include Zones A, AE, A7- A30, AH, A0, A99, V, VE and V1 -V30. Certain areas not in Special Flood Hazard Areas may be protected by flood control structures. Boundaries of the floodways were computed at cross sections and interpolated between cross sections. The floodways were based on hydraulic considerations with regard to requirements of the Federal Emergency Management Agency. Floodway widths in some areas may be too narrow to show to scale. Refer to Floodway Data Table where floodway width is shown at 120 inch. Coastal base flood elevations apply only landward of 0.0 NGVD, and include the effects of wave action; these elevations may also differ significantly from those developed by the National Weather Service for hurricane evacuation planning. Corporate limits shown are current as of the date of this map. The user should contact appropriate community officials to determine if corporate limits have changed subsequent to the issuance of this map. This map may incorporate approximate boundaries of Coastal Barrier Resource System Units and /or Otherwise Protected Areas established under the Coastal Barrier Improvement Act of 1990 (PL 101-591). .For community map revision history prior to countywide mapping, see Section 6.0 of the Flood Insurance Study Report. For adjoining map panels and base map source see separately printed Map Index. MAP REPOSITORY Refer to Repository Listing 'on Map Index EFFECTIVE DATE OF COUNTYWIDE FLOOD INSURANCE RATE MAP: JUNE 8. 1998 EFFECTIVE DATE(S) OF REVISIONS) TO THIS PANEL: Refer to the FLOOD INSURANCE RATE MAP EFFECTIVE DATE shown on this map to determine when actuarial rates apply to structures in zones where elevations ordepths have been established. To determine if flood insurance is available, contact an insurance agent or callthe National Flood Insurance Program at(800)638-6620. �4 APPROXIMATE SCALE IN FEET 1000 0 1000 NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP BUTTE COUNTY, CALIFORNIA AND INCORPORATED AREAS PANEL 985 OF 1200 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: COMMUNITY OROVILLE. CITY OF BUTTE COUNTY, UNINCORPORATED AREAS NUMBER PANEL SUFFIX 060020 0985 C 060017 0985 C MAP NUMBER 06007CO985 C EFFECTIVE DATE: JUNE 8,1998 Federal Emergency Management Agency C r 121°30'00" 39°30'00" m N O_ J Lu a z O LEGEND SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100—YEAR FLOOD ZONE A No base flood elevations determined. ZONE AE Base Flood elevations determined. ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); base Flood elevations determined. ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain); average depths determined. For areas of alluvial fan flooding, velocities also determined. ZONE A99 To be protected from 100 -year flood by Federal flood protection system under construction ; no base flood elevations determined. ZONE V Coastal flood with velocity hazard (wave action); no base flood elevations determined. ZONE VE Coastal flood with velocity hazard (wave action); base flood elevations determined. FLOODWAY AREAS IN ZONE AE OTHER FLOOD AREAS ZONE X Areas of 500 -year flood; areas of 100 -year Flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100 -year flood. OTHER AREAS ZONE X Areas determined to be outside 800 -year floodplain. ZONE D Areas in which flood hazards are undetermined. UNDEVELOPED COASTAL BARRIERS Identified Identified Otherwise 1983 1990 Protected Areas Coastal barrier areas are normally located within or adjacent to Special Flood Hazard Areas. Floodplain Boundary Floodway Boundary Zone D Boundary Boundary Dividing Special Flood Hazard Zones. and Boundary Dividing Areas of Different Coastal Base Flood Elevations Within Special Flood Hazard Zones. Base Flood Elevation Line; 513 Elevation in Feet. See Map Index for Elevation Datum. D D Cross Section Line Base Flood Elevation in Feet (EL,%987).�_ Where .-.Uniform Within Zone.' See Map Index for Elevation Datum. RM7 X Elevation Reference Mark • M2 River Mile Horizontal Coordinates Based on North 97007'30". 32022'30" American Datum of 1927 (NAD 27) Projection. NOTES This map is for use in administering the National Flood Insurance Program; it does not necessarily identify all areas subject to flooding, particularly from local drainage sources of small size, or all planimetric features outside Special Flood Hazard Areas. The community map repository should be consulted for more detailed data on BFE's, and for any information on floodway delineations, prior to use of this map for property purchase or construction purposes. Areas of Special Flood Hazard (100 -year flood) include Zones A, AE, A1 - A30, AH, A0, A99, V, VE and V1 -V30. Certain areas not in Special Flood Hazard Areas may be protected by flood control structures. Boundaries of the floodways were computed at cross sections and interpolated between cross sections. The floodways were based on hydraulic considerations with regard to requirements of the Federal Emergency Management Agency. Floodway widths in some areas may be too narrow to show to scale. Refer to Floodway Data Table where floodway width is shown at 120 inch. Coastal base flood elevations apply only landward of 0.0 NGVD, and include the effects of wave action; these elevations may also differ significantly from those developed by the National Weather Service for hurricane evacuation planning. Corporate limits shown are current as of the date of this map. The user should contact appropriate community officials to determine if corporate limits have changed subsequent to the issuance of this map. This map may incorporate approximate boundaries of Coastal Barrier Resource System Units and /or Otherwise Protected Areas established under the Coastal Barrier Improvement Act of 1990 (PL 101-591). For community map revision history prior to countywide mapping, see Section 6.0 of the Flood Insurance Study Report. For adjoining map panels and base map source see separately printed Map Index. MAP REPOSITORY Refer to Repository Listing on Map Index EFFECTIVE DATE OF COUNTYWIDE FLOOD INSURANCE RATE MAP: JUNE 8,1998 EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL: Refer to the FLOOD INSURANCE RATE MAP EFFECTIVE DATE shown on this map to determine when actuarial rates apply to structures in zones where elevations or depths have been established. To determine if flood insurance is availabfe, cbntact an insurance agent or call the National Flood Insurance Program at(800)638-6620. 0