Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
065-050-020
94 0477B,P;IM'-050=020065 E STEELE, :LLOYD &+ CLARA ;. v:,��. �,, r • . � � _ � ', " � �, , � ; /S OW.PINON ,RD , '•MAGALIA� �jy /j low -1 -loft: FRANK.OLSEN z",► V �,®f..� k :T - NEW e SINGLE rFAMILY -�` .'rev � `065 050-020 01-2281- COX -DANIEL r. 15098 PINON RD, MAGALIA GARAGE • ' ry 1 � f r n Pry _ is ' r i 9 r IY \ 1 ' M) At �n 94 0477B,P;IM'-050=020065 E STEELE, :LLOYD &+ CLARA ;. v:,��. �,, r • . � � _ � ', " � �, , � ; /S OW.PINON ,RD , '•MAGALIA� �jy /j low -1 -loft: FRANK.OLSEN z",► V �,®f..� k :T - NEW e SINGLE rFAMILY -�` .'rev � `065 050-020 01-2281- COX -DANIEL r. 15098 PINON RD, MAGALIA GARAGE • ' ry 1 � f r n Pry _ is ' r i 9 r \ 1 ' V y}� 94 0477B,P;IM'-050=020065 E STEELE, :LLOYD &+ CLARA ;. v:,��. �,, r • . � � _ � ', " � �, , � ; /S OW.PINON ,RD , '•MAGALIA� �jy /j low -1 -loft: FRANK.OLSEN z",► V �,®f..� k :T - NEW e SINGLE rFAMILY -�` .'rev � `065 050-020 01-2281- COX -DANIEL r. 15098 PINON RD, MAGALIA GARAGE • ' ry 1 � f r n Pry _ is ' r i 9 �J I Lo a ... "vim»a 1-tR.a,-..wC 2rh e. -... • v+"'T"^ �+11s�4'+Y.�a 3,,,i :�'*s7„. s t COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 ,r :c -.. CORRECTION NOTICE Cw OWNER PERMIT NO._ # A routine inspection indicates that the following violations of butte county Ordinances exist at the, ' f above address and should be corrected. Please notice this office when correction'of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. y • i: 4: 01A” h R, - w\ A YIy y W Date �"� '�/ Inspector REV 10/92 14 CIO y 4: i R, Date �"� '�/ Inspector REV 10/92 cl NOTES: N'll r I RESIDENTIAL 065-050-026` 01-2281 ICOX, DANIEL; e 15098 PINON kb,'MAGALIA GARAGE,. SPECIAL CONDITIONS CHECKED ,BY — SRA — FLOOD CERTIFICATE REQ. — FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER V= OK 0 = Not OK - = Not Applicable = Not Readv RESIDENTIAL (Single & Duplex) Date,Underfloor (Plans) OK except #'s VZpKing-S Main; Soils-Elec. G d.-/ /" Ftg. Depth 47. Ftg., Garage; Soils- el-Elec. Grnd.-/ T' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 15. Access & Ventilation 16. Insulation 62. Infiltration- Walls- Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 68. Elec. Trim & Sutipanel, Breaker Sizes & Labels Date 69. Card B-1 Date Card B-1 Date 70. Card B-1 Date Card B-1 Date 71. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 7 83. Stucco Brown -Finish Date 84. Card B-1 Date Card B-1 Date 85. Card B-1 Date Card B-1 Date 86. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date 94. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 40. Sills Proper Materials & Anchors Date 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shiing. -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 Ht. & 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 55. 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 Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration- Walls- Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Sutipanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles 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-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.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 O Yes 82. Following Insild./Drive J Yes D No/Walks J Yes J No/Planters J Yes J 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 Throughout 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 94. Address Posted 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: V= OK 0- Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 8. 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete MOBILE HOME INSTALLATION (Plans) OK except #'s 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG MISCELLANEOUS Date 7. Well Clearance & Disconnect 1. 8. Utility Clearance 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Date Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing Card B-1 Date Card B-1 Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cent. Date 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date 4. Card B-1 Date Card B-1 Date S. Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing fk 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI S. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 01-22ti1 IT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 065-050-020 ZONING BUILDING PERMIT OWNER DANIEL COX TELEPHONE 873=2711 SO. FT. OCC. BUILDING VALUATION 800 M @18 4 400. O . OWNERS MAKING ADDRESS 15098 PINON RD MAGALIA 95954 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is 14-400-00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 162.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 105.30 BUILDINGADDRESS 15098 PINON RD MAGA IA Energy Plan Checking Fee $ E-INSP. $ 93-00 PERMIT FEE Sii n vi LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK Y New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: NEW GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W (9 20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service p A 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 Irm under penalty of perjury that I am exempt from the Contractors License Law f5p4ie 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 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. BLDS. SO 3.5¢FT_ =RDom, ID MULTI.OUTLET 97.50 WER APPARATUS 8 POSINGLE OUTLET CIA. Ex. Occu OUTLET OR FIXTURES 20@'.00 BAL O .SO FlXED APPLNS. OR Ex. Occup.. ouTLETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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 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 forthwith comply with those provisions. /of X �_y Date C)r / 2.- -O % _ 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. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ X CONST. TYPE SIN TOTAL FEE $ 310 30 HA2 _ D FEES IMP _ X FLOOD X CDF X PARCEL X PD X1 HD XIX ISSUE This permit is hereby issued under 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. e Date 7 Z 7 10a Date Receipt No. 30 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i 4 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY 1, Plot Plon Attoehed Floor Plan An4ched a Sento B.D./ 7. 6IX .4 C�9y f i sly f CSS 05'0 - 020 Owner Location AP# Plan Approved for: Sewage Disposal ,r— Water Supply: Public Private Well Clearance for cdweNin . Othe Nim V Acl-uV Sr`x 32� Hold final for: Final clearance O.K. for: (VOTE: -,1 / 9-/4--6( Environmental Health Specialist Date 8/96 40 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER: C /%/��� ASSESSOR PARCEL ER: Proposed Building Use: _ Building Inspector: Date: D At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted ------------------------------- -.112. Plot plans, 3/4 sets, signed by the preparer of plans. ------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. 04. 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! ------------------ ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---------------------------------------------------------- El 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ ❑ 10., Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------- - ❑ 12. California Department of Forestry plan approval/fees. - ,'eaf_________ _:_ OJ elevation certificate. --------------------------------------------- anitation and plot plana roval/ - ------------- ep--_------ ❑ 15. City of Chico plumbing permit. _______------ Health Department. ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: C>k; (B) Parking: _ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainaegal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). -- El 20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -. 024. Letter of signature authorization. -------------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. -------------- 026. Letter of intent on building use. ----------------------------------------------. ❑27. Manufactured Home utility clearance. --------------------------------------- 028. Existing violations and/or expired permits. --------------------------------- 1329. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: Wh �t issu � p7ermit'�jroces as follows ❑ Mail to owner, ❑ /Mail to contractor. ; elephone 1 ! 7 7// and hold for pickup k�111C d office. ❑ Deliver with inspector. S'M 'A-- T- ►/L l v ► QFNN °j 117 Lo I P R b�L _ C--cT�1 Applicant: Date: , Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: (Date)' F 5-/2_ o 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 Di * m counter, by Date - Plans reviewed by:Date: " ::Plans approved by: Date: - Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder: `'44ote transfer by: Date: 1' - 2 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNERy _(✓ _17./ 1/ ffC I,– PROPOSED ,-PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -=Balance Due ........................................................ $ - --Additional Fees Due ............................................ $ _ --Additional Fees Due ............................................ $ _ --Revised Plan Checking Fee ................................. $ _ �� A- . 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) .........:............ x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. A.P. # 01 7 Or7_671 DATE RECEIPT # • DATE REC. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. ' 5. RECREATION DISTRICT FEES 6. ERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) ' I ' C-1 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. 'CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT 0 ee' L(�a7t: • DATE 1-12-0) Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner _ (Rev. 6/00) J^ OWNER -BUILDER ;VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature' Please complete and return this information at your earliest opportunity to avoid unnecessary dela; in processing and issuing your building permit. No building permit will be issued until this verification is received. 1.` I personally plan to provide the jor labor and materials for construction of the proposed property ' vement : YES NO O 2. I HAVE HAVE NOT 0 signed an application fnr a building permit for the proposed work. 3. I have contracted with the fo wing person (firm) iQ.pmvice. the, proposed construction: NAME: N Iar vd ADDRESS: CITY:_ PHONE: CONTRACTOR'S LICENSE NO. 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: ADDRESS: CITY: PHONE: C'ONTRACTOR'S LICENSE NO. r 5. I will provide some of the workbut I have contracted (hired) the following persons to provide the work indicated: NAME AD KESS PHONE TYPE OF WORK SIGNED: ` PROPERTYOWNER:^ D L' SOCIAL SECURITY NUMBER: DATE:— 9— /2-^ 4 NOTE: This Owner -Builder Verification is required by Section 198.11 and 198.32 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 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner-buildee, you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible llabillty if that person applies for the proper permit in his or her name. Contractors aro 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, IfyvJ pled to ddSm6jr own'work with the exceptlon of various trades that you plan to subcontract, you shduld be aware of the following information for your benefit and protection: ' ♦ If you employ or otherwise engage any persons otter than your immediate family, and the work (including -materials and other costs) is 5300 or more for the entire.project, and such persons are not licensed as contractors 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 you are subject to several obligations including state and federal income tax withholding, federal social security. taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you ifyou do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. 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 limited conditions. 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. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors 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" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not bo issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19810 of the Call(ornla Health and Safety Code - OVER APPROVE.:.' - Butte County Environmental Heall. Signature onrental Health EP J 2 .2001 ChIco, CA a f::tT STRAIGHT .25 9 .16' CALCULATIONS PIONEER O/—Z28�/. .du l I.L CUUN I T iUILDING DEPARTMLN �kPPROVPD 9/L ?1v / !o. /.� PIONEER August 29, 2001 STANDARD CALCULATIONS PREPARED FOR: PIONEER STEEL MANUFACTURING 1137 LORIMAR DRIVE MISSISSAUGA, ONTARIO CANADA L5S-1 M5 1-800-668-5422 THE FOLLOWING CALCULATIONS ARE BASED ON THE REQUIREMENTS OF THE. UNIFORM BUILDING CODE 1997, USING THE LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR COLD -FORMED STEEL STRUCTURAL MEMBERS ACCORDING TO AISI AND ANSI/ASCE 7-95. PROJECT NAME: DANIEL COX BUILDING MODEL: STRAIGHT 25'2" — 15'8" METAL THICKNESS: 0.030" A792 GRADE 50 (50Ksi) ROOF PANELS 0.030" A792 GRADE 50 (50Ksi) STR. & EAVE PANEL BUILDING LOCATED: 15098 PINON RD. MAGALIA, CA 95954 DESIGN LOAD: LIVE LOAD = 20psf GROUND SNOW = 36 sf WIND LOAD 70Mph xp. C. SEISMIC ZONE _ LOW HUMAN OCCUPANCY IN EXPOSED LOCATION WIND LOAD P=CeCggslw Where 75 Mph — qs= 14.4 psf from UBC/97 Table 16-f Iw= 1.00 Ce= 1.17 (Exposure C) Cq= 0.90 P = 1.17x0.90x14.4x1.00 = 15.16 psf 1 PIONEER STEEL MANUFACTURING STRAIGHT Model: 25'2" -15-- Wide: 15' -Wide: 25.17 ft Height: 1. Uniform Snow Load CASE 1 -0.852 Max.Moment - Member: MLL = 0.806 K -ft MDL = 0.150 K -ft PLL = -0.109 Kips PDL = -0.024 Kips 2. Unbalanced Snow Load CASE 1 39 Max Moment - Member. MLL = 0.652 K -ft MDL = 0.068 K -ft PLL = -0.047 Kips PDL = -0.035 Kips 3. Wind Load PDL = CASE 1 Kips Max Moment - Member. MLL = 1.773 K -ft MDL = -0.166 'K -ft PLL = 0.270 Kips PDL = -0.088 Kips CALCULATIONS SUMMARY 15.83 ft E -Radius: . 96.63 in R -Radius: 211.06 in CASE 2 38 Max Moment - Member. MLL = -0.852 K -ft MDL = -0.173 K -ft PLL.= -0.341 Kips PDL = -0.093 Kips 193 CASE 2 39 60 27 Max Moment - Member: MLL = -0.462 K -ft MDL = -0.086 K -ft PLL = -0.063 Kips PDL = -0.060. Kips CASE 2 14 Max Moment - Member. MLL = -1.019 K -ft MDL = -0.064 K -ft PLL = 0.068 Kips PDL = -0.055 Kips ACCORDING TO THE BOCA CODE 1999 Metal Thickness 0.027° 0.030° 0.038° 0.049° 0.066" 0.072° Max. Load sf/arch) 24 38 53 89 133 193 G.S. Exposed sf) 39 60 85 142 211 307 G.S. Sheltered sf) 30 47 66 110 164 238 Wind Velocity (MPH) 97 120 142 180 217 256 BUILDING REACTIONS REACTION LOCATION LOAD CASE HOR. Kips/Arch VER. Kips/Arch RIGHT Dead Load 0.009 0.056 Live Load Uniform 0.109 0.266 Unbalan. 0.044 0.230 Wind Load -0.339 -0.269- LEFT Dead Load 70.009 0.056 Live Load Uniform -0.109 0.266 Unbalan. 1 -0.044 -0.036 Wind .Load -0.203 -0.113 1 Live Load (psf) _ Ground Snow Load = Wind Load (MPH) _ Metal Thickness 13 57 56 20 < 38 36 < 47 75 < 120 0.030" PIONEER STEEL MANUFACTURING MODEL STRAIGHT 25'2" - 168" (I AREA LIVE LOAD 20 (psfl AREA WIND LOAD 14.4 (psfl ARCH THICKNESS 0.03 (inch) 0.0092 0.11 0.0561 0.0561 REACTIONS -0x 0.2660 0.2660 1090 1 PIONEER STEEL MANUFACTURING =" 0.0440 w }( LEFT RIGHT x Y UNBALANCED SNOW LOAD Y 0.2300 -0.031 REACTIONS -0.0440 -0.2686 -0.1131 2. PIONEER STEEL MANUFACTURINGSTRAIGTH- 2512"-.151-8- 1.1 1137 Lorimar Drive Mississauga, ON L5S 1M5 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL. 1-800-368-1479 Description: STRAIGTH MODEL Engineer: O.G. P.E. S -FRAME For Windows Professional Version 5.1 © Copyright 1995-2000, 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 7. Members 76 Groups 0 Shells 0 Nonlinear Springs 0 Springs 0 Time History Curves 0 Sections 2 RSA Spectra Curves 0 Materials 1. User Coordinate Sys. 1 Lumped Masses 0 Default Constraints 1, 1, 1 UBC/97 S -FRAME Professional Version 5.1' Wednesday August. 29 2001, 10:42 am O Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURINGSTR 1137 Lorimar Drive Mississauga, ON L5S 1M5 1-800-368-1479 AIGTH- 25 2-.15'-8. � Filename: C:\MYD0CU-1\SFRAME\525-16P.TEL Description: STRAIGTH MODEL Engineer: O.G. P.E. Page: 1 Joint . Data Row Joint ` No No' X - Coord 'Y = Coord ft ft X -Degree Y - Degree: of freedom of freedom Z - Degree of•freedom ''1 : 1 -12.56 0.00 0 0 1 2 2 -12.568 0.7161 1 1 3 3 -12.568 1.4321 1 1 4. 4 -12.568 2.1491 1 1 5° 5 -12.568 2.8651 1 1 fi 6 -12.568 3.5811 1 1 " 7 7 -12.568 4.2971 1 1 18. , 1 8 -12.568 5.0141 1 1 9 - 9 -12.568 5.73 1' 1 1 10 _ 10 -12.568 6.4461 1 1 -12.540 7.1131 12 12 -12.458 7.7751 1 1 ,13 13 -12.320 8.4281 14'.- 14 -12.130 9.0671 1 1 • 15 . -115 -11.886 9.6881 1 1 _;16 ;... 16 -11.593 10.2881 1 1 i.. 17 17 -11.250 10.8601 1 1 18,. 18 -10.862 11.4031 1 1 19 19 -10.430 11.9111 1 1 --.'20 ;, 20 -9.957 12.3821 1 1 �_ . •:21 , 21 '-9.447 12.8121 1 1 ' 22 ; 22 -8.903 13.1981 1 1 23, 23 -8.329 13.5381 1 1 { . 24._ a 24 -7.847 13.7881 1 1 •, 25 • y `; 25 -7.358 14.0221 1 1 26 ; 26 -6.862 14.2421 1 1 -27 = 27 -6.36 14.4451 1 1 -28 28 -5.851 14.6341 1 1 �: 29 29 - -5.337 14.806 1 1 1 30 30 -4.818 14.9631 1 1 i," 31"'; 31 -4.294 15.1031 1 1 ';12' 32 -3.767 15.2271 ' 1 1 4 33 %wu'; 33 -3.235 15.3351 1 1 34a�, -' 34 -2.701 15.42 1 1 1 35 ., 35 -2.164 15.50 1 1 1 36:" y 36 -1.625 15.56q 1 1 1 UBC/97 Wednesday August 29 2001, 10:42 am .. S -FRAME Professional Version 5.1 © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURINGSTRAIGTH- 251211- 151-81.1 Page: 2 1137 Lorimar Drive Mississauga, ON L5S 1M5 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL 1-800-368-1479 Description: STRAIGTH MODEL Engineer: O.G. P.E. Row ` 'it'Disp No ,,Coor Sys . ;2 0 3= 0 '<.4 0 5 ` a, 0 6" 0 7 0 a8`, 0 9,O'J 0 , '10> 0 1,1 0 }14=12 0 ...-,13• . 0 �. 14 = 0 :15. ; 0 p 16 0 .-0 .17, s X18.. 0 19 0 20,0 t ,a 21 r 0 .�i_22'.- 0 f 23 -:' : 0 24 0 25 0 26. .. 0 ' w ° 27 0 I.''28r" 0 29 0 30 0 . ;= 31,, 0 -,1132,, 0 ,4 ' 330 .34 0 y �. •u} 35 T' 0 '36,:, '0 UBC/97 S -FRAME - Professional Version 5.1 Wednesday August 29 2001,10:42 am © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING 1137 Lorimar Drive Mississauga, ON L5S 1M5 1-800-368-1479 STRAIGTH- 25'2"- 151-O 11 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL Description: STRAIGTH MODEL • Engineer: O.G. P.E. Page: 3 'Joint No. - No X Coord : ft Y - Coord ft' X -Degree Y =Degree of freedom of freedom - Z -' Degree" " '! , of Ireedom 37. _ 37 -1.084 15.6021 1 1 38 ° 38 -0.542 15.6271 1 1 • 39 39 0.000 15.6361 1 1 �' " • 40 - 40 0.542 15.6271 1 1 41', 41 1.084 15.6021 1 1 42_' 42 1.625 15.5601 1 1 J _ 43 .' 43 2.164 15.5021 1 1 j .-44- 44 2.701 15.4271 1 1 45 45 3.235 15.3351 1 1 i' 46, '; 46 3.767 15.2271 1 1 47. ` ; 47 4.294 15.1031 1 1 I, 48. ; ; 48 4.818 14.9631 1 1 /49.!, ; 49 5.337 14.8061 1 1 .50 `. ;' 50 5.851 14.6341 1 1 51 6.360 14.4451 1 1 52 52 6.862 14.2421 1 1 53' 53 7.358 14.0221 1 1 54 54 7.847 13.7881 1 1 ;55_:;.55 8.329 13.5381 1 1 56 8.903 13.1981 1 1 '57'' - 57 9.447 12.8121 1 1 58' < 58 9.957 12.3821 1 1 59.j': , 59 10.430 11.911 1 1 1 I :60: ri 60 10.862 11.4031 1 1 o • 61 � -,61 11.250 10.8601 1 1 A 62 ' 3, 62 11.593 10.2881 1 1 -63'-,-` 63 11.886 9.6881 1 1 64 64 12.130 9.0671 1 1 "._65 `.' 65 12.320 8.4281 1 1 • 66 t 66 12.458 7.7751 1 1 ;167 _-167 12.540 7.1131 1 1 68, ` . 68 12.568 6.4461 s ' 169, 69 12.568 5.7301 70 12.568 5.0141 1- 1 :.71 71 12.568 4.2971 1 1 r ` ; 72 .: 72 12.568 3.581 1 73 _ 73 12:56 2.8651 1 1 74 - 74 12.568 2.1491 1 1 UBC/97 Wednesday August 29 2001, 10:42 am S -FRAME Professional. Version 5.1 © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING t t t t t t Page: 4 1137 Lorimar Drive STRAIGTH- 25 2 -.15 -O Mississauga, ON L5S 1M5 Filename: C:\MYDOCU-1\SFRAME\S25-.16P.TEL 1-800-368-1479 Description: STRAIGTH MODEL - Engineer: O.G. P.E. Row Jt Disp , No ' Coor Sys 37, p 38 0 , 39*s 0 . 40 0 At 0 42 0 43.... 0 44 0 45 , 0 47`„'o t 5 �51.'hiµ° 0 0 {, "53 rw 0 54 .. 0 55"- 0 56, 0 57' 0 ,,58 . , 0 i.. 59,:. 0 -60 k' F 0 --:6V,10'. 0 -62.- 0 f.; 63' . 0 64 0 ,..., �q5 0 X66.. t 0 67';yf.. 0 ' '69.- 0 70r 0 0 , 72 0 73 ` ' 0 , 74, 0 UBC/97 _ S -FRAME - Professional Version 5.1 Wednesday August 29 2001, 10:42 am © Copyright 1995-2000, Softek Services Ltd. Y .. PIONEER STEEL MANUFACTURING 11.IM5 C� TRAIGTH� ZS 2 15'-8!' Page: 5 1137 Lorimar Drive ►J Mississauga, ON L5S Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL 1-800-368-1479 , Description: STRAIGTH MODEL - Engineer: O.G. P.E. `4—AowW Joint =X Coord''' Y - Coord ,X =,Degree Y Degree r, Z -?Degree, °. No No ft 'ft of freedom of freedom offreedom ;. 47, 75 75 .:: 75 12.568 1.4321 1- 1 76, 76 12.56 0.71 1 1 1 77;°.. .177 12.56 0.00 0 0 1 ` - f UBC/97'.. SFRAME Professional Version 5.1 Wednesday August 29 2001, 10:42 am e © Copyright 1995-2000, Softek Services Ltd. , PIONEER STEEL MANUFACTURING STRAIGTH- 25 2 r - IF -811 r Page: 6 1137 Lorimar Drive Mississauga, ON L5S 1M5 Filename: C:\MYDOCU'-1\SFRAME\S25-16P.TEL 1-800-368-1479 Description: STRAIGTH MODEL • ' Engineer: O.G. P.E. Row J#'Disp... '. No, Coor Sys ` 75 iO -,-,76,' 0 -77 0 Degrees Of Freedom: 0=restrained, 1=free Joint displacement coordinate system may be attached to a joint Section Property Data _ — -.--_ raj . ..• - Sec. *Section Table. Inertia. Gross Area ; fi ..Stress Pt -1 , Shea`r Area% .�' No Name - ;No M. in2 in2 '' in,, - f . t T'„GAUGE-14sP 0 15.339 1.75 - 1.531 0.00 trA ^-2. -iAUGE-14EP 0 11.45 1.69911.531 0.00 t UBC/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:42 am © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURINGSTRAIGTH' 25 1211 151-811, Page: 7 1137 Lorimar Drive Mississauga, ON L5S 1M5 « Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL 1-800-368-1479 Description: STRAIGTH MODEL Engineer: O.G. P.E. Sec 'Stres`s Pt 2 - - No«., in ' 1 0.00 2 r~ 0.00 Non -zero X -area, mom. of inertia and torsional constant are mandatory.' For non -zero shear area, shear stresses are calculated. For non -zero shear area and shear modulus; secondary deflections due to shear are included. For non -zero fibre distances, direct stresses are calculated. Material Property Data I'- M �T +.. Youngs�Mod Shear Mod, f Force.Deristty ° v Exp,Coeff Fy Yield YI No t k ksi k/iri8 /F*1.0E+6 ksi - 1 _� _ 29,500.000 11,165.000 0.000 6.50 - 50.00 UB C/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:42 am © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING STRAIGTH- 251211--- 151-81t Page: 8 1137 Lorimar Drive. Mississauga, ON L5S IM5 Filename: C:\MYDOCU-•1\SFRAME\S25-16P.TEL 1-800-368-1479 Description: STRAIGTH MODEL Engineer: O.G. P.E. 'Mat✓ T '�' _;Material ' No Na'rrie 1; F TEEL-PLUS Young's modulus is mandatory. . Shear modulus is mandatory. For non -zero shear area and shear modulus, secondary deflections due to shear are included. Non -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 • • o aMem'; ,No "No - • ' Start Joint End -Joint Sec No . Mat No Mem Type - I Release ' Mom: - Rigidixl/L wStart Jt 2 1 1 1 1--- 0.00 2 2 2 3• 1 1 1 1 0.00 '3 V 3 3 4- 1 1 11 1 0.00 j' 4° 4 4 5 1 1 1, 1 0.00 '15� , 5 5 6 1 1 1 1 0.00 6 6 6 7 1 1 1 1 0.00 ~'•7.L 7 7 8 1 1 1 1 0.00 8: 8 8 9 1 1 1 1 0.00 9-` 9 9 10 1 •1 1 1 0.00 101 10 10 ill 2 1 . 1 1 0.00 11'. 11 11 12 2 1 1 1 0.00 ' 12 S 12 12 13 2 1 1 1 0.00 13 13 13 14 2 1 1 1 •0.00 ';14.`,_ 14 14 15 2 1 1 1 0.00 �. '� 15,` 15 15 16 2 1 1 1 0.00 16 16 16 17 2 1.. 1 1 0.00 - 17 17 17 18 2 1 1 _ 1 0.00 ( ,;• -_l 8. `- - 18 18 19 2 1 1 1 0.00 1* ' 19 19 20 2 1 1 1 0.00 20' 20 20 21 ` 2 1 1 1 0.00 21�, 21 21 22 2 1 1 1 0.00 .22 22 22 23 2 1 1 1 0.00 23 23 24 2 1 1 1 0.00 24 , ' 24 24 25 2 1 1 1 0.00 ' 25�', 25 25 26 2 1 1 1 0.00 . 26 � . 26 126 27 2 1 1 1 0.00 UBC/97 Wednesday August 29 2001,10:42 am S -FRAME Professional Version 5.1 0 Copyright 1995-2000, Softek Services. Ltd. PIONEER STEEL MANUFACTURING STRAIGTH- 251211-451-811 Page: 9 1137 Lorimar Drivee Mississauga, ON US 1M5 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL 1=800-368-1479 Description: STRAIGTH MODEL Engineer: O.G. P.E. t Prestress ~ ;Row ,� Rigid,x2/L @ End -'Jt- "kips , 1' 0.00 0.00 --c-'2- 0.00 0.00 .:',3` . 0.000 0.00 4'.474- 0.000 0.00 0.000 0.00 61 0.000 0.00 7., 0.000 0.000 0.000 0.000 9 y 0.00 0.00 , 0.00 0.00 11 0.00 0.00 7",-12 0.00c, 0.000. 3- 0.00 0.00 14,'1 0.000 0.000 15; 0.000 0.00 16 0.000 0.00 A 7,, ' 0.000 0.00 :18 " 0.000 0.00 `19 - 0.000 0.00 20 0.0100 0.00 ' 210.000 0.00 22�' 0.000 0.00 .23 ' 0.000 0.00 0.000 0.00 !: 25 y : 0.000 0.00 1~" '' 26 11, 1 0.00a 0.00 ' f UBC/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 16:42 am © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURINGt 1137 Lorimar Drive' Mississauga, ON L5S 1M5 1-800-368-1479 t t STRAIGTH- 25 2 - 15'-811 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL Description: STRAIGTH MODEL' Engineer: O.G. P.E. Page: 10' -. Row' ' Mem - No ,: No `Start Joint End .Joint' Sec No Mat 'Mem No y` Type Release Mom.. Rigid x1/L.' w @ Start Jt,, i 27.7 27 27 28 2 1 1 1 0.00 j "28 28 28 29 2 1 1 1 0.00 I.' . 29 29 29 30 2 1 1 1 0.00 ,4 30" 30 30 31 2 1 1 1 0.00 31 - 31. 31 32 2 1 1 1 0.00 ' .32 ", 32 32 33 2 1 1 1 0.00 -_33 33 33 34 2 1 1 1 0.00 34' 34 34 35 2 1 1 1 0.00 . 35 35 35 36 2 1 1 1 0.00 36, ; 36 36 37 2 1 1 1 0.00 37 37 37 38 2 1 1 1 0.00 38 38 38 39 2 1 1 1 0.00 39 39 39 40 2 1 1 1 0.00 :. 40 40 40 41 2 1 1 1 0.00 ..-41, 41 41 42 2 1 1 1 0.00 ., 42 42 42 43 2 1 1 1 0.00 43 43 43 44 2 1 1 1 0.00 `44 44 44 45 2 1 .1 1 0.00 -45' : 45 45 46 2 1 1 1 0.00 j. 4,46 � ", 46 4647 2 1 1 1 0.00 t ` `47 � ;. 47 47151 48 2 1 1 1 0.00 I; 48 48 4849 2 1 1 1 0.00 _49. 49 4950 2 1 1 1 0.00 ,50 r 50 50 2 1 1 1 0.00 ' 51 51 51 52 2 1 1 1 0.00 X52 52 52 53 2 1 1 1 0.00 ' - 53 . ` 53 53 54 2 1 1 1 0.00 -,•54 - 54, 54 55 2 1 1 1 0.00 55 55 55 56 2 1 1 1 0.00 ��f56!,,*'j 56 56 57 2 1 1 1 0.00 „57 57 57 58 2 1 1 1 0.00 58r. 58 58 59 2 1 1 1 0.00 59,_ 59 59 60 2 1 1 1 0.00 60.- . 60 60 161 2 1 1 1 0.00 6V1- : 61 61 62 2 1 1 1 0.00 62 . , , 62 62 63 2 1 1 1 0.00 63 '' 63 63 64 2 1 1 1 0.00 64- 64 64 65 2 1 1 1 0.00 UBC/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:42 am © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING 1137 Lorimar Drive Mississauga, ON L5S 1M5 1-800-368-1479 t Qi t STRAIGTH- 25'2"- .15 ,-O Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL Description: STRAIGTH MODEL Engineer: O.G. P.E. Page: 11. ' - - • Row _Rigid xWL No "' @,End Jt Prestress 'kips 1A.27 ' 0.000 0.00 • 28 0.000 0.00 29, 0.000 0.00 30 0.000 0.00 ' 31 0.000 0.00 t." 32' 0.000 0.00 ` 33 • ' " 0.000. 0.00 f34 0.000 0.00 35 4 0.000 0.00 36:;» 0.000 0.00 17 37 , 0.00 ..0.000 38 ; 0.000 0.00 .39 0.000 0.00 40 ' t 0.00 0.00 _ :41 0.00 0.00 -42 ` -0.00( 0.00 0.00 0.00 44 „ `; 0.00 0.00 ... 45, . 0.00 0.00 -,,46 •_ 0.00 0.00 `47:` ^ ` 0.00 0.00 ' .., 48 0.00 0.00 49 0 0.00 0.00 50 . 0.00 0.00 ' 51 0.00 0.00 52..; _ 0.00 0.00 53 - :_, 0.00 0.00 54 0.00 '55 0.00 0.00 156 ':i � 0.00 0.00 ,s 57 • 0.00 0.00 f 58 0.00 0.00 0.00 0.00 i' i 60 ii; 0.00 ♦ .'" 0.00 •'' •61 0.00 0.00 0.00 0.00 163 : z 0.00 0.00 x _ X64 .0.00q 0.00 UBC/97, S -FRAME Professional Version 5.1 Wednesday August 29 2061, 10:42 am © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURINGCr 11 TRAIGTH' 25 2 15 �'O Page: 12 1137 Lorimar Drive ►J Mississauga, ON L5S 1M5 Filename: C:\MYDOCU--1\SFRAME\S25-16P.TEL 1-800-368-1479 Description: STRAIGTH.MODEL ' Engineer: O.G. P.E. 'Row+ Mem Start End. Sec Mat Mem Release Rigid z1/L j - o '' arNo t Joinf. Joint , No f No Type MOM. _ @'Start'Jt . • � 4,65 65 65 66 2 1 1 1 0.00 66 66 66 67 2 1 1 1 0.00 67 67 67 68 2 1 11 1 0.00 ,A8 68 68 69 1 , 1 1 1 ., ' 0.00 69 ' 169 69 70 1" 1 1 1 0.00 `70': ' ` 70 70 71 1 1 1' 1 0.00 71 ° 71 71 72 1 1 1 1 0.00 72:' 72 • ' 72 73 1 1 • 1 1 0.00 73' ; 73 73 74 1 1 • 1 1 0.00 L 74 74 74 75 1 1 1 1 0.00 '? 75 .•� -175 75 76 1 1 1 1- 0.00 �+-76,,;-_ 76 76 77 1 1 1 1 0.00 ' 4 1 UBC/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:42 am © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURINGSTRAIGTH- 25 2 - 15 r -Orr Page: 13 1137 Lorimar Drive Mississauga, ON .L5S 1M5 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL 1-800-368-1479 Description: STRAIGTH MODEL Engineer: O.G. P.E. Row '=Rigid x2%L Prestress No ' '@ End Jt kips i 65 - 0.00 0.00 `66;! 0.000 0.00 ` 6T:, oe000 0.00 -68' 0.000 0.00 69 , ' 0.000 0.00 :701 0.000 0.00 ' 71 0.000 0.00 72- 0.000 0.00 0.00 0.00 _ �73 .74 0.00 0.00 I' •' 75 0.00 0.00 ' 76 0.00 0.00 Member End Release Codes: 0=pin-pin, 1=fix-fix, 2=fix-pin, 3=pin-fix Member Type Codes: 0=inactive, 1=Beam, 2=Truss, 3=NA, 4=axial spring, 5=torsional spring Rigid Ends are specified as ratio of node to node length. Sum of ratios <= .5 Load Case 2 - Basic Member Load Data Load Case Description: SNOW LOAD Load Case Type ................. Static Load Load Case Status ............... Active Load Case Scale Factor......... 1 - Gravitational Factor....... 0 - Gravitational Factor....... 1 2 - Gravitational Factor....... 0 4 1 Row.r Member* W1 at X1 Distance . W2 at X2- Distance Load J "No -No,, ' k/ft X1%Length k/ft X2/Length Type ' 11. •. ` 15 -0.004 0.00 -0.004 1.0002 2,__ 16 -0.008 0.00 -0.008 1.0002 1y,3r 17 -0.013 0.00 -0.01 1.00 2 ,4 18-0.01 0.00 .-0.0181.00 2 19 -0.023' 0.00 -0.02 1.00 2 •. 20 -0.02 0.00 4.02 1.0002 ",:: `• 7 k,. 21 -0.03 0.00 -0.032 1.00 2 C; ..8'_`-s- 22 -0.03 0.00 -0.03 1.0002 23 -0.04 0.00 -0.040 1.0002 "10 g 24 -0.04 0.00 -0.04 1.0002 " ,11, `•: 25 -0.04 0.00 -0.04 1.0002 Al2,� 1 - 26 -0.04 0.00 -0.04 1.0002 UBC/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:42 am ©Copyright 1995-2000, Softek Services Ltd' PIONEER STEEL MANUFACTURINGSTRAIGTH- 1137 Lorimar Drive Mississauga, ON L5S 1M5 1-800-368-1479 25 2 15'-811 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL Description: STRAIGTH MODEL Engineer: O.G. P.E. Page: 14 Row iMember No No W1 at X1 k/ft Distance X1/Length . W2 at X2 k/ft Distance X2/Length Load F Type I 13 27 -0.040 0.00 -0.040 1.0002 M ` -14 28 -0.04 0.00 -0.04 1.0002 15 � - 29 -0.04 0.00 -0.04 1.0002 ! 16,' - 30 -0.04 0.00 -0.04 1.0002 I :17' 31 -0.04 0.00 -0.04 1.0002 18 32 -0.04 0.00 -0.04 1.0002 19 33 -0.04 0.00 -0.04 1.0002 20 34 -0.04 0.00 -0.04 1.0002 .. 21, 35 -0.04 0.00 -0.04 1.0002 22 36 -0.04 0.00 -0.04 1.00 2 23 11.37 -0.04 0.00 -0.04 1.00 2 24 38 -0.04 0.000.-0.04 1.00 2 ` 25 39 -0.04 0.00 '-0.04 1.00 2 26 40 -0.040 0.00 -0.04 1.00 2 27 41 -0.040 0.00 -0.04 1.00 2 2q, 42 -0.040 0.00 -0.04 1.00 2 .:29 43 -0.040 0.00 -0.04 1.00 2 30, j 44 -0.04 0.00 -0.04 1.00 2 31 45 -0.04 0.00 -0.04 1.00 2 32 . 46 -0.04 0.00 -0.04 1.000 2 ' 33 .<-' 47 -0.04 0.00 -0.04 1.0002 34 , 48 -0.04 0.00 -0.040 1.0002 Y . 35 49 -0.04 0.00 -0.040 1.0002 -' 36 50 -0.04 0.00 -0.04 1.00 2 37 51 -0.04 0.00 -0.04 1.00 2 38 52 -0.04q 0.00 -0.04 1.00 2 39 • 53 -0.040 0.00 -0.04 1.00 2 40 54 -0.040 0.00 -0.040 1.0002 41 55 -0.037 0.00 -0.037 1.0002 42 56 -0.032 0.00 -0.032 1.0002 A3 57 -0.027 0.00 -0.027 1.0002 L•, 44, 58 -0.023 0.000.-0.023 1.00 2 45 . ` _' 59 -0.018 0.00 -0.018 1.00 2 j - --46t '` 60 -0.013 0.00 -0.01 '1.00 2 47 ' 61 -0.00 0.00 -0.00 1.00 2 ,48 I 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, 9=Local z, 10=torsional, 11 =thermal. UBC/97 Wednesday August 29 2001, 10:43 am S -FRAME Professional Version 5.1 ©Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING 5 -O 11 STRAIGTH- 25 2 - 15" Page: 15 1137 Lorimar Drive Mississauga, ON L5S 1M5 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL 1-800-368-1479 Description: STRAIGTH MODEL Engineer: O.G. P.E. _ Load Case 3 - Basic Member Load Data Load Case Description: UNBALANCED LOAD Load Case Type ................. Static Load Load Case Status ............... Active Load Case Scale Factor......... 1 - Gravitational Factor....... 0 - Gravitational Factor....... 1 Gravitational Factor....... 0 Row °Member W1`'at+X1 ? Distance w W2 at X2. Distance T 's� Load "No - No � " k/ft - Xi/Len th ' 9 ky/ft ; X2/Length 9 Type '15 -0.007 0.00 -0.007 1.0002 --2 .: 16 -0.01 0.00 -0.017 1.0002 ".,, 13. 17 -0.02 0.00 -0.02 1.00 2 4',, 18 -0.03 0.00 -0.03 1.00 2 5 119 -0.045 0.00 -0.045 1.00 2 64', 20 -0.055 0.00 -0.055 1.00 2 . +_;7 ' 21 -0.06 0.00 -0.06 - 1.00 2 -0.07 0.00 -0.07 1.00 2 ' '% ^9 ` 23 -0.075 0.00 -0.075 1.00 2 10 24 �11 -0.071 0.00 -0.071 1.0002 ' 25 • -0.066 0.00 -0.066 1.0002 26 -0.061 0.00 -0.061 1.0002 13 ; ' 27 -0.057 0.00 -0.057 1.0002 `4,14'-:' 28. '-0.052 0.00 -0.052 1.0002 ".,15..` 29 -0.047 0.00 -0.047 1.0002 .,16:,` 30 70.04 0.00 -0.042 1.0002 ;;;17 "' . 31 -0.038 0.000. -0.038 1.0002 1W- 32 -0.033 0.00 -0.033 1.0002 .19 _ - 33 -0.028 0.00 -0.028 1.0002 34 -0.024 0.00 -0.024 1.0002 ' 21. .; 35 -0.019 0.00 -0.019 1.0002 `22 36 -0.014 0.00 -0.014 1.0002 23 37 -0.00 10.00 -0.001 1.0092 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, 9=Local z, 10=torsional, 11=thermal. UBC/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:43 am © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURINGCr 1137 Lorimar Drive Mississauga, ON L5S.1M5 1-800-368-1479 T2512".- ►J , IGTH' Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL' Description: STRAIGTH MODEL Engineer: O.G. P.E. Page: 16 Load Case 4 - Basic Member Load Case Description: WIND LOAD Load Case Type ................. Static Load Load Case Status ............... Active Load Case Scale Factor......... 1 Gravitational Factor....... 0 - Gravitational Factor....... 0 Gravitational Factor....... 0 Load Data Rowe. Member.. ' W1 at X1 No No k/ft F ` Distance X1/Length W2 at X2- k/ft; Distance° X2LLength, Load . Type 1 " 1 -0.020 0.00 -0.020 1.0009 2', 2 -0.020 0.000. -0.020 1.0009 3',. '• 3 -0.020 0.00 -0.02 1.0009 . f ' 14- • ,r 4 -0.020 0.00 -0.02 1.0009 5', 5 -0.020 0.00 -0.02 1.0009 6 ' -0.020 0.00 -0.02 1.0009 7 7 -0.020 0.00 -0.020 1.0009 `' . , 8 • _. 8 -0.020 0.00 -0.02 . 1.0009 9. 9 -0.02 0.00 -0.020 1.0009 _,_10 10 -0.020 0.00 '-0.020 1.0009 _11 11 -0.02 0.00 -0.02 1.00 9 12 . 12 -0.02 0.00 -0.02 1.00 9 r 13 13 -0.02 0.00 -0.02 1.00 9 14 -0.01 0.00 -0.01 1.00 9 '>:• 15 r„ 15 -0.015 0.00 -0.015 1.0009 --16 , ; 16 -0.014 0.00 -0.014 1.0009 17 ' - 17 -0.01 .0.000 70.01 1.0009 18 _ , 18 -0.011 0.00 -0.011 1.0009 19 a ` 19 -0.005 0.00 -0.005 1.0009 20 20 -0.00 0.00 A.004 1.0009 21.,-: 21 0.004 0.00 0.004 1.0009 • ",,22 22 0.003 0.00 0.003 1.0009 - - :23-,; ` 23 0.009 0.000 0.009 1.0009 . 24 �, 24 0.008 0.000 0.008 1.0009 25° r 250.00 0.00 0.0081.00 9 26 26 0.007 0.000 0.007 1.0009 '27,-- 27 0.007 0.00 0.00.7 1.0009 28 0.023 0.00 0.023 1.0009 -...29 ' 29 i 0.023 0.00 0.023 1.0009 - , .30.,. - 30 0.023 0.00 0.023 1.0009 ` 31 31 0.023 0.00 0.023 1.0099 -,4732 ,'_d 32 1 0.02 0.00q 0.02 1.00q 9 UBC/97 Wednesday August 29 2001, 10:43 am S -FRAME Professional Version 5.1 ©Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURINGSTRAIGTH- 1137 Lorimar Drive Mississauga, ON L5S 1M5 1-800-368-1479 251211- 151-811 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL Description: STRAIGTH MODEL Engineer: O.G. P.E. Page: 17 Row ,: Member W1 at X1 No No k/ft Distance `. W2'at-X2 , X1/Length ., k/ft Distance X2/Length _ .Load Type . 33. - 33 0.023 0.00.0 0.023 1.0009 34 ,' 34 0.018 0.000 0.018 1.0009 35 35 0.018 0.00 0.018 1.00 9 a 36 36 0.018 0.00 0.018 1.00 9 37 _, 37 0.018 0.00 0.018 1.00 9 38 38 0.018 0.00 0.01 1.00 9 :39, .39 0.018 0.00 0.018 1.00 9 40 40 0.018 0.00 0.01 - 1.00 9 41 41 0.01 0.00 0.018 1.00 9 42 42 0.018 0.00 0,018 1.00 9 43; `_ 43 0.018 0.00 0.018 1.00 9 .. -44 = ; 44 0.018 0.00 0.018 1.00 9 '45 45 0.018 0.00 0,018 1.00 9 -46 46 0.018 0.000 0.018 1.00 9 47 47 0.018 0.000 0.018 1.00 9 48 ' ' 48 0.018 0.000 0.018 1.00 9 :,49 49 0.018 0.000 0.018 1.00 9 i • 50 50 0.018 0.000 0.01 1.0049 51'.' 51 0.018 0.000 0.018 1.00 9 52 0.018 0.000 0.018 1.00 9 *' 53 ' 53 0.018 0.000 0.018 1.00 9 54.-,- 54 0.018 0.000 0.018 1.00 9 • _; .55 ., 55 0.018 0.000 0.018 1.00 9 56,,-7 56 0.018 0.000 0.018 1.00 9 .57 57 0.018 0.000.0.018 1.00 9 �,58 58 0.018 0.00 0.01 1.00 9 _r .59. 59 0.018 0.00 0.018 1.00 9 60 60 0:018 0.00 0.018 1.00 9 1 C 61 61 0.018 0.00 0.018 1.00 9 -6Z, 1162 0.018 0.00 0.018 1.00 9 _'i§3' � ,63 0.018 0.00 0.018 1.00 9 64, .' 64 0.018 0.00 0.018 1.00 9 �., 65 r 65 0.018 0.00 0.018 1.00 9 f ' .,66 ;: 66 0.018 0.000 0.018 1.00 9 67':' 67 0.018 0.000 0.018 1.00 9 P".,68_, 68 0.018 0.000 0.018 1.00 9 69 0.018 0.000 0.018 1.00 9 707f11 70 0.011 0.00q 0.01 1.00 9 UBC/97 Wednesday August 29 2001, 10:43 am S-FRAME Professional Version 5.1 © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING 1137 Lorimar Drive Mississauga, ON L5S 1M5 1-800-368-1479 STRAIGTH- 25 2 - 15!-8" Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL Description: STRAIGTH MODEL Engineer: O.G. P.E. Page: 18 Row Member .i No No W1 at X1 k/ft Distance 'X1 Length W2*at X2 Z0i r Distance ''> Load X2/L` 6 ih Type ; • 71 71 0.018 0.000 0.018 1.0009 ` _,72,,- . 72 0.018 0.000 0.018' 1.0009 73:,, < 73 0.018 0.000 0.018 1.00 9 74, ' 74 0.018 0.000 0.018 1.00 9 " 75 75 0.018 0.000 0.018 1.00 9 76 76 0.01 0.000 0.01 1.00091 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, Joint Displacements For Primary Load Cases - 7=Local x axial, 6=Local y, 9=Local z, 10=torsional, 11 =thermal. 1Row, joint . + LD Case X -,Tran Y -• Tran' Z = Rot' ; .No No' No in in rad f ,1 ': 1 1 0.000 0.000 0.00 2 > 1 2 0.00010.000 0.001 3 is ' 1 3 0.00 0.00 -0.001 4 1 4 0.000 0.00 -0.00 .5 2 1 -0.002 0.000 0.00 ,6 2 2 -0.012 0.000 0.001 7 2 3 0.005 0.00 -0.001 '8 2 4 0.061 0.00 -0.00 3 1 -0.005 0.000 0.00 r_ , 10 . ', 3 2 -0.02 0.00 0.001 11, 3 3 0.009 0.00 -0.001 12 `` 3 4 0.121 0.00 -0.00 13 4 1 -0.007 0.000 0.00 ,14 . `` 4 2 -0.035 0.000 0.001 15 " 4 3 0.014 0.00 -0.001 16 4 4 0.1.81 0.00 -0.00 �. • "; 17 t --, 5 1 -0.009 0.000 0.00 18.' $ 5 2 -0.046 0.00 0.001 19 ^ 5 3 0.019 0.00 -0.001 E , 20 5 4 0.240 0.00 -0.00 21 .,+ 6 1 0.012 0.00 0.00 22: .-6 2 -0.056 0100 0.001 -.23 .. 63 0.025 0.00 -0.001 ' 24 6 4 0.29q 0.00 -0.00 UBC/97 ' Wednesday August 29 2001, 10:43 am - S -FRAME Professional Version 5.1 © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING 1137 Lorimar Drive ' Mississauga, ON L5S 1M5 1-800-368-1479 STRAIGTH- 25 2 - 151-811 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL Description: STRAIGTH MODEL Engineer: O.G. P.E. Page: 19 . ' ' a Row, - _�s Joint LD Case X = Tran Y'-Tran:Z No. , No G No in' in - Rot rad . i 25 7 1. -0.013 0.000 0.00 26 7 2 -0.066 0.000 0.001 27 ' 7 3 0.030 0.00 -0.001 28, 1 7 4 0.352 0.00 -0.006 i, 29 -8 1 -0.015 0.000 0.00 �- • 30 -- 8 2 -0.075 0.00 0.001 31 . ' 8 3 0.036 0.00 -0.001 j: 32. , 8 4 0.405 0.00 =0.006 j' 33 t 9 1 -0.017 0.000 0.00 r 34 `' 9 2 -0.082 0.000 0.001 35 9 3 0.043 0.00 -0.001 „---36-, 9 4 0.455 0.00 -0.006 37, ` 10 1 -0.018 0.000 0.00 38 , ; ! 10 2 -0.089 0.000 0.001 39 -1-110 3 0.050 0.00 -0.001 X40 ' 10 4 0.503 0.00 -0.005 -.,41 :'; =, 11 1 -0.019 0.000 0.00 42. 11 2 -0.093 0.000 0.00 ' 43 - 11 3 0.05 -0.001 -0.001 44--, 11 4 0.545 -0.001 -0.005 G . 45 12 1. -0.019 0.000 0.00 .46- , 12 2 -0.096 0.000 0.00 j' "47': 12 3 0.06 -0.00 -0.001 . 48 '. `. 12 4 0.58 -0.00 -0.00 49. 13 1 -0.019 0.000 0.00 50 13 2 -0.097 0.000 0.00 51 `'. 13 3 0.07 -0.00 -0.001 °•-x52 13 4 0.61 -0.01 =0.00 �, .. 53, 14 1 -0.019 0.000 0.00 54, '' 14 2 -0.096 0.000 0.00 14 3 0.081 --0.006- -0.001 56 14 4 0.64 -0.02 -0.00 57! ' _ - 15 1 -0.01 -0.001 0.00 >: 58 15 2 -0.093' -0.001 0.00 I= `u 59 15 3 0.091 -0.01 -0.001 60 ' , ` 15 4 0.66 -0.031 -0.003 61 , '. 16 1 =0.01 -0.001 0.00 _, ;,62 :; 16 12 -0.08 -0.00 -0.001 UBC/97 • ' S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:43 am © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURINGSTRAIGTH- 1137 Lorimar Drive Mississauga, ON L5S 1M5 1-800-368-1479 25'2" -'151-811 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL Description: STRAIGTH MODEL Engineer: O.G. P.E. Page: 20' ' , 4 Row,.' ,Joint LDCase P X - Tran ' Y - Tran -No-. No No im, in. Z - Rot' 'rad° 63- 16 3 0.10 -0.01 -0.001 k, _ 64".' , 16 4 0.68 -0.041 .-0.003 65 - .. 17 1 -0.01 -0.002 0.00 .46 17 2 - -0.08 -0.00 -0.001 67 17 3 0.10 -0.02 -0.001 j 68, ' h 17 4 0.70 -0.05 -0.002 "69 " 18 1 -0.015 -0.003 0.00 70 18 2 -0.07 -0.01 -0.001 18 3 0.11 -0.026 -0.001 72 " ` , 18 4 0.71 -0.05 -0.002 73 19 .1 -0.01 -0.004 0.00 74 . ' . 19 2 -0.06 -0.01 -0.001 75, . ' 19 3 0.12 -0.03 -0.00.1 76 t 19 4 0.72 -0.065 -0.001 77•''.. • 20 1 -0.01 -0.006 0.00 ' 78- 20 2 -0.06 -0.02 -0.001 79 20 3 0.13 -0.041 -0.001 x,80 20 4 .0..72 -0.07. -0.001 81 21 1 -0.01 -0.008 0.00 82 21 2 -0.05 -0.03 -0.002 .-83, 21 3 0.14 -0.04 -0.001 84 21 4 0.73 -0.072 0.00 85- 22 1 -0.00 -0.010 0.00 86 22 2 -0.04 -0.04 -0.002 87 - ', 22 3 0.14 -0.05 -0.001 �. '88 22 4 0.731 -0.072 0.00 "?89 - .23 1 -0.00 -0.012 0.00 90 , 23 2 -0.03 -0.05 -0.002 jt ,• 91 23 3 0.15 -0.06 -0.001 92. 23 4 0.72 -0.070 0.001 93 7 24 .1 -0.00 -0.014 0.00 C, '94'._ 24 2 -0.03 -0.07 -0.002 24 3 0.153 -0.07 -0.00.1 -�96 , ', " 24 4 0.72 -0.066 0.001 97 ,".. • 25 1 -0.005 -0.016 0.00 98 25 2 -0.02 -0.08 -0.002 `.99 25 3 0.15 -0.075 -0.001 '1100.1., t 25 14 0.725 -0.0611 0.001 UBC/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:43 am © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING 1137 Lorimar Drive Mississauga, ON L5S 1M5 1-800-368-1479 STRAIGTH- 251211- 151-811 ►J Filename: C:\MYDOCU�1\SFRAME\525-16P.TEL Description: STRAIGTH MODEL Engineer: O.G. P.E. Page: 21 ' °Row, Joint LD Case X - Tran Y -•Tran, f: °No mNo 'j No in in Z - Rot` ' rad 101 - ; 26 1 -0.00 -0.018 0.00 102 26 2 -0.02 -0.091 -0.002 103':. - ' 26 3 0.15 -0.07 -0.001 104 ,' 26 4 0.72 -0.05 0.00.1, 105 ' "' 27 1 -0.00 -0.02 0.00 :106 • 27 2 -0.01 -0.102 -0.002 107 ' , 27 3 0.15 -0.082 0.00 108 ` , 27 4 0.71 -0.047 0.001 • 109., 28 1 -0.00 -0.02.2 0.00 1.10 - ' 28 2 -0.01 -0.11 =0.002 28 3 0.16 -0.085 0.00 'A 12 28 4 0.71 -0.038 - 0.00 - - 113 29 1 -0.00 -0.02 0.00 114 29 2 -0.011 -0.122 -0.00 i 115'-,- 29 3 0.16 -0.086 0.00 •116 29 4 0.71 -0.028 0.002 = 1.17 .' ° ' 30 1 -0.00 -0.026 0.00 .118--.- 30 2 -0.00 -0.131 -0.001 .1;19 30 3 0.16 -0.087 0.00 N - ' 120 30 4 0.70 -0.018 0.00 " 121' 31 1 -0.001 -0.027 0.00 122,-.. ,31 2 -0.00 -0.14 -0.001 123 31 3 0.16 .-0.087 0.00 `• •'`-124,,, 31 4 - 0.70 -0.006 0.002 .. ` 125 32 1 -0.001 -0.029 0.00 32 2 -0.00 -0.14 -0.001 127:- 32 3 0.16 -0.086 0.000 " .128;, .';' 32 4 0.704 0.005 0.002 33 1 0.00 -0.03.0 0.00 ,--_-1300 33 2 -0.00 -0.155 -0.001 'Z131-1 33 3 0.16 -0.08 • 0.00 'zX132' 33 4 0.701 .0.017 ; 0.002 '_,133 34 1 0.00 -0.031 0.00 :. 134 134 2 -0.001 -0.161 -0.001 -135 '' 34 3 0.15 -0.081 0.00 4 136.-34 4 0.699 0.02 •0.002 137 '-, - w 35 1 0.00 -0.032 0.00 ;138 ', 35 2 -0.001 -0.16 -0.001 UBC/97 . S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:43 am © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING Cr TRAIGTH' 251211- 151-811 1137 Lorimar Drive ►J Mississauga, ON L5S 1M5 Filename: C:\MYDOCU--1\SFRAME\S25-16P.TEL 1-800-368-1479 Description: STRAIGTH MODEL Engineer: O.G. P.E. Row '',_ -Joint 'eNo No LD Case - No X - Tran in. Y'- Tran in' Z -.Rot rad 139 35 3 0.15 .-0.077 0.001 "140 35 4 0.69 '0.041 0.002 141 = 36 1 0.00 '-0.033 0.00 142, 36 2 0.00 -0.171 -0.001 143 36 3 0.15 -0.073 0.001 144, 36 4 0.696 0.054 0.002 -145- 37 1 0.00 -0.034 0.00 146,; 37 2 0.00 -0.174 0.00 i147, 37 3 0.15 -0.068 0.001 48 37 4 0.695 0.065 0.002 149 _ 38 1 0.00 -0.034 0.00 ` 150 38 2 0.00 -0.176 0.00 ? -,":151, r" 38 3 0.15 -0.063 0.001 152r 38 4 0.695 0.07. 0.002 •153 ' 39 1 0.00 -0.034 0.00. 154 s 39 2 0.00 -0.176 0.00 155 :' 39 3 0.15 -0.057 0.001 156 ' : 39 4 0.695 0.088 0.002 = .,157 , _ 40 1 0.00 -0.034 0.00 . , 158 -, : 40 2 0.00 -0.176 0.00 : 159'.,, 40 3 0.15 -0.051 0.001 -160 40 4 0.695 0.098 0.002 ' .161' 41 1 0.00 -0.034 0.00 ' ' „162 41 2 0.00 -0.174 0.00 41 3 0.15 -0.045 0.001 164' °-.. 41 4 0.695 0.108 0.001 :. "165 42 1 0.00 -0.033 0.00 ' 166, 42 2 0.00 -0.171 0.001 _ s 167 423 0.15 -0.039 0.001 168f-'_ ^ 42 4 0.696 0.117 0.001 ' 169 °` 43 1 0.00 -0.032 0.00 <,170 , ,.' 43 2 0.001 -0.1.67 0.001 43 3 0.15 -0.033 0.001 172. 43 4 0.697 0.125 0.001 173 44 1 0.00 -0.031 0.00. ,174 44 2 0.001 -0.161 0.001 175 f 44 3 0.16 -0.027 0.001 176 : 44 14 1 0.691 0.13 0.001 r Page: 22 UBC/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:43 am © Copyright 1995-2000, Softek Services Ltd. r PIONEER STEEL MANUFACTURINGSTRAIGTH- 1137 Lorimar Drive Mississauga, ON L5S 1M5 1-800-368-1479 25'2" -'151-811 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL Description: STRAIGTH MODEL Engineer: O.G. P.E. Page: 23 204,,3.. 51 4 0.701 0.149 0.00 , . Joint LD Case X - Tran < Y - Tran < 'No N&No in in - Z = Rot rad -177 + 45 1 0.00 -0.030 0.00 178 ,. 45 2 0.00 -0.155 0.001 I-- • A 79 45 3 0.161 -0.021 0.001 180' 45 4 0.699 0.138 0.001 - 181 y ' 46 1. 0.001 -0.029 0.00 182f.%_. 46 2 0.00 -0.148 0.001 I ' 1831 • 46 3 0.162 -0.015 0.001 184`; 46 4 0.700 0.143 0.001 '185,, - 47 1 0.001 -0.027 0.00 186 L 47 2 0.00 -0.140 0.001 `11187'., . 47 3 0.163 -0.01.0 0.001 ,188 ' 47 4 0.701 0.147 0.00 '.., 189 48 1 0.00 -0.0260.00 190';,, " _48 2 0.00 -0.131 0.001 191" ' ' , 48 3 0.165 -0.005 0.001 ,192 ,:, 48 4 0.701 0.149 0.00 193 49 1 0.00 -0.024 0.00 194 49. 2 .0.011 -0.12 .0.002 *-195'__,� 49 3 0.166 0.000 0.001 49 4 0.702 0.150' 0.00 ";,197 :a 50 1 0.00 -0.022 0.00 '198 - 50 2 0.01 -0.112 0.002 _199" ,.. 50 3 0.167 0.004 0.001 ".200 "' 50 4 0.702 0.150 0100 51 1 0.003 -0.020 0.00 1 202 51 2 0.01 -0.102 0.002 0 ina 0 nna 0 001 UBC/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:43 am ©Copyright 1995-2000, Softek Services Ltd. 204,,3.. 51 4 0.701 0.149 0.00 205 -'.. ' 62 1 0.00 -0.018 0.00 ,,206" r- , 52 2 0.02 -0.091 + 0.002 • 207 52 3 0.17 0.011 0.00 " 208 52 4 0.700 0.14 =0.001 ' '209 53 1 0.005 -0601 0.00 _210.c:;�, 53 2 0.02 -0.080 0.002 ,F �53 3 0.171 0.01 0.00 .212 " 53 4 0.698 0.14 -0.001 54 1 0.00 -0.014 X214` 0.00 54 2 0.03 -0.070 0.002 UBC/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:43 am ©Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING STRAIGTH- 251211- 151-811 1137 Lorimar Drive Mississauga, ON L5S 1M5 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL 1-800-368-1479' Description: STRAIGTH MODEL .. Engineer: O.G. P.E. .+RoW- .. , .Joint - No. No L-D`Case ' ` No ` " "k- Tran '' in X - Tran in , Z - Rot.., rad 215` 54 3 0.172 0.016 0.00 216 54 4 .0.696 0.13 -0.001 19 .217 ' 55 1 0.00 -0.01 0.00 218 55 2 0.03 -0.059 0.002 219, 55 3 0.173 0.018 0.00 '220 55 4 0.692 0.130. -0.001 - 221. • ": 56 1 0.00 -0.010 0.00 222 56 2 0.04 -0.047 0.002 J 223 = 56 3 0.174 0.019 0.00 j''... ,224 56 4 0.687 0.12 -0.002 225'- 57 1 0.01 -0.008 0.00 • 226 � ' , 57 2 0.05 -0.036 0.002 i' .227, 57 3 0.174 0.019 0.00 = , 228'.•' ` 57 4 0.679 0.10 -0.002 - 229 = 58 1 0.01 -0.006 0.00 t ' 230 -; . 58 2 0.06 -0.027 0.001 - s231 t 58 3 0.173 0.019 0.00 232. ; 58 4 0.66 0:09 -0.00 233 59 1 0.01 -0.004 0.00 . 234 59 2 0.06 -0.019 0.001 235," 59 3 0.172 0.017 0.00 - 236:= 59 4 0.656 0.08 -0.002 '237, 60' 1 0.015 -0.003 0.00 r -,'238_ 4 , 60 2 0.07 -0.012 0.001 239 60 3 0.170 0.015 0.00 ^240, . ; 60 4 0.640 0.071. -0.003 , 241' .. , 61 1 0.01 -0.002 0.00 - '242. 61 2 0.08 -0.007 0.001 243'-- 61 ' 3 0.167 0.013 -0.001 244 ` 61 4 0.622 0.05 -0.003 .,' 245 ; . 62 1 0.01 -0.001 0.00 ' :246 7- 62 2 0.08 -0.004 0.001 ,;247 62 3 0.162 0.011 -0.001 - 248. _ 62 4 0.600 0.045 -0.003 X249 �, 63 1 0.01 -0.001 0.00 -.250 'i `9 63 2 0.09 -0.001 0.00 3; -.251., ' 63 3 0.157 0.00 -0.001 252. 163 14 1 0.576 0.033 -0.00 Page: 24 UB C/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:43 am © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURINGSTRAIGTH' 1137 Lorimar Drive Mississauga, ON L5S 1M5 1-800-368-1479 25 2 15'-811 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL Description: STRAIGTH MODEL Engineer: O.G. P.E. Page: 25 ' ' ' , r. Row ' Joint . ,LD Case X - Tran _f Y - Trane: ,No- No No in; in, Z -Rot I rade ' 253 ; 64 1 0.019 0.00 0.00 '. .254. " 64 2 0.096 0.000, 0.00 M 255, ' 64 3 0.151 0.006 ` -0.001 256 > . , 64 4 0.548 0.02 -0.00 65 1 0.019 0.000 0.00 -258 ' 65 2 0.097 0.000 0.00 '-259,-- 65 3 0.143 0.00 -0.001 .260 ` 65 4 0.518 0.01 -0.00 °261 t 66 1 0.019 0.000 0.00 ' 262 66 2 0.096 0.0.00 0.00 j, 263.; 66 3 0.135 0.00 -0.001 264 : 66 4 0.486 0.006 -0.00 ';'.,?65 67 1 .0.019 0.00.0 0.00 i • , "266 67 2 0.093 0.004 0.00 1267...1 67 3 0.126 0.00 -0.001 268 ,67 4 0.451 0.00 -0.005 269. ', 68 1 0.018 0.000 0.00 270. 68 2 0.089 0.000- -0.001 "271 68 3 0.115 0.00 -0.001 272 - .f 68 4 0.414 0.00 -0.005 273 69 1 0.017 0.00 0.00 *274 < . 69 2 ' 0.082 0.00 -0.001 275 69 3 0.104 0.00 -0.001 •' 276 % 69 4 0.372 0.00 -0.005 277 70 1 0.015 0.00 0.00 1".278' 70 2 0.075 0.00 -0.001 ' < 279 .> r 70 3 0.092 0.00 -0.001 g8O 170 4 0.32. 0.00 -0.005 281 71 1 0.013 0.000 0.00 282 ",. 71 2 0.066 0.00 -0.001 � 71 3 0.08 0.00 -0.001x'283 ." .;:284 71 4 0.285 , 0.00 -0.005 285 �. 72 1 0.012 0.00 0.00 °286 j 72 2 0.056 0.00 =0.001 k` R 287 72 3 0.067 0.00 -0.001 288 72 4 0.239 0.00 -0.005 289. L 73 1 0.009 0.00 0.00 ' „290 173 12' 0.04q 0.00 -0.001 UBC/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:43 am © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURINGSTRAIGTH- 1137 Lorimar Drive Mississauga, ON L5S 1M5 1-800-368-1479 25 r 2 r - 15 r -O r Filename: C:\MYDOCU-•1\SFRAME\S25-16P.TEL Description: STRAIGTH MODEL Engineer: O.G. P.E. Page: 26 -." Row,,-., -.Member -' 'No Not � - LD Case :No - - . • , Row Joint . LD Case X - Trane No; No' No in Y:, Y - Tran: Z - Rot, in -� rad -- • 291' 73 3 0.05. 0.000 -0.0021 292, ' 73 4 0.193 0.00 -0.005 293- 74 1 0.007 0.00 0.00 -2.9411 294 74 2 0.035 0.00 -0.001 '-295,- , ` 74 3 0.041 0.00 -0.002 . 296' .: 74 4 0.145 0.00 -0.006 . ' 297:`. 75 1 0.005 0.000 0.00 "298; 75 2 0.024 0.00 -0.001 299 -75 3 0.027 0.00 -0.002 300 75 4 0.097 0.00 -0.006 301 , : ' 76 11 0.002 0.000 0.00 µ 302' r -, 76 2 0.012 0.00 -0.001 303 ;, 76 3 0.014 0.00 '-0.002 304' : ;;= 76 4 0.04910.00 -0.006 '3.0-5 ' , 77 1 0.00 0.000 0.00 -3061,.-` 77 2 0.00 0.00 -0.001 307 77 3 0.00 0.00 -0.002 308 . 77 4 0.00 0.00 -0.006 Displacements are relative to the joint displacement coordinate system Member Segmental Forces For Primary Load Cases -." Row,,-., -.Member -' 'No Not � - LD Case :No - - Station ft; Axial kips tShear ;kips Moment k -ft 1 1 1 0.00 -0.14 -0.024 0.00 2 .., 1 i 1 0.71 -0.142 -0.02 -0.017 3» 1 2 0.00 -0.266 -0.10 0.00 'A' - 1 2 0.716 -0.271 -0.10 -0.07 f .;5 < 1 3 0.00 -0.23 -0.044 0.00 '16, 1 3 0.71 -0.23 -0.04-0.031 1 4 0.000 0.235 0.2970.00 .'.'8 ; " 1 4 0.716 0.235 0.283 0.20 9,• 2 1 0.00 -0.14 -0.02 -0.01 r 0,,,- `-' 2 1 0.71 -0.13 -0.02 -0.03 11. ,, 2 2 0.00 -0.271 -0.10 -0.07 12 12 2 0.716 -0.275 -0.10 -0.15 UBC/97 Wednesday August 29 2001, 10:43 am S -FRAME Professional Version 5.1 © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURINGSTRAIGTH- 1137 Lorimar Drive Mississauga, ON L5S 1M5 1-800-368-1479 251211.- 151-811 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL Description: STRAIGTH MODEL Engineer: O.G. P.E. Page: 27 -0.13 -0.02 -0.051 4 1 0.71 Row' No Member,. - No • LD Case '" Station Axial-' No ft kips Shear Moment kips k -ft 2. 13 2 3 0.00 -0.23 -0.04 -0.031 0.71 ' 14 , e 2 3 0.716 -0.23 -0.04 -0.063 -0.24 -0.04 15 2 4 0.000 0.235 0.283 0.20 -0.126 16 2 4 0.716 0.235 0.268 0.405 -17 P °� 3 1 0.00 -0.13 -0.02 -0.03 33 _ 5 = 18, 3 1 0.71 -0.133 -0.02 -0.051 1 19 ` 3 2 0.00 -0.275 -0.10 -0.1571 0.00 - 20." "' 3 2 0.71 -0.28 -0.10 • -0.235 -0.28 -0.10 . 21' . L 3 3 0.00 -0.23 -0.04 -0.063 -0.126 .22 3 3 0.71 -0.24 -0.04 -0.09 I ,23 ; 3 4 0.000 0.235 0.268 0.405 ;%'40 ` .."" 5 24'. .. 3 4 0.717 0.235 0.254 0.592 1 25: 4 1 0.00 -0.13 -0.02 -0.051 4 1 0.71 -0.12 -0.02 -0.06 -27, ' - ; 4 2. 0.00 -0.28 -0.10 -0.235 .28, 4 2 0.71 -0.284, -0.10 -0.313 y 29 4 3 0.00 -0.24 -0.04 -0.09 ` . 30 4 3 0.71 -0.24 -0.04 -0.126 31'. 4 4 0.000 0.235 0.254 0.592 32 4 4 0.716 0.235 .0.240 0.76 33 _ 5 1 ' 0.00 -0.12 -0.02 -0.06 r'r 34, 5 1 0.716 -0.12 -0.02 -0.085 35 5 2 0.00 -0.28 -0.10 -0.313 36 ,_; 5 2 0.71 -0.28 -0.10 -0.391 ' -37- ;•' : -, 5 3 0.00 -0.248 0.04 -0.126 38'' 5 3 0.71 -0.25 -0.04 -0.15 39 ' ' . 54 0.00 0.235 0.24 0.76 ;%'40 ` .."" 5 4 0.716 0.235 0.225 0.935 41 6 1 0.00 -0.12 -0.02 -0.085 42 ; , F'' 6 1 0.71 -0.12 -0.02 -0.102 43' `y ` 6 2 0.00 .-0.289 -0.10 -0.391 ,,'44 ', 6 2 0.71 -0.29 -0.10 -0.47 45 ._ , = 6 3 0.00 -0.25 -0.04 -0.15 46',]'[' 6 • 3 0.71 -0.25 -0.04 -0.18 ., 47 6 4 0.00 0.235 0.225 0.935 48 6 4 0.716 0.235 0.211 1.091 - ' . , 49 - • 7 1 0.00 -0.12 -0.02 -0.102 • 50 7 1 0.71 -0.115 -0.02 -0.11 UBC/97 Wednesday August 29 2001, 10:43 am - S -FRAME Professional Version 5.1 © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING 1137 Lorimar Drive Mississauga, ON L5S 1M5 1-800-368-1479 STRAIGTH- 25 2 - 151-811 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL - Description: STRAIGTH MODEL Engineer: O.& P.E. Page: 28 �3 . v - - - - - '., Row Med- N6 . _ . No .. F: - . 'LD Case No, w Station ` ' zft• --- 'Axial ',kips - - Shear kips ' Moment k-ft { 51 7 2 0.00 -0.29 -0.10 -0.47 52 7 2 0.71 -0.29 -0.10 -0.54 53 7 3 0.00 -0.25 -0.04 -0.18 ;54 7 3 0.71 -0.261 -0.04 -0.22 '55 7 4 0.000 0.235 0.211 1.091 56, 7 4 0.717 0.235 0.197 1.23 57 8 1 0.00 -0.115 -0.02 -0.11 - 58 8 1 0.71 -0.111 -0.02 -0.135 598 2 0.00 -0.298. -0.10 -0.54 • 60 8 2 0.71 -0.30 -0.10 -0.626 f 61 . , 8 3 0.00 -0.261 -0.04 -0.22 v . 62"" � 8 3 0.71 -0.26 -0.04 -0.252 . 63 _ 8 4 0.000 0.235 0.197 1.237 f '64` 8 4 0.716 0.235 0.182 1.373 65 = 9 1 0.00 -0.111 -0.02 -0.135 j 66. 9 1 0.71 -0.10 • -0.02 -0.152 67 " 9 2 0.00 -0.30 -0.10 -0.626 68 = 9 2 0.71 -0.30 -0.10 -0.705 9 3 0.00 -0.266 -0.04 -0.252 :.. .70 • . , 9 3 0.71 -0.27 -0.04 -0.28 71 9 4 0.000 0.235 0.182 1.373 - '` 72 9 4 0.716 0.235 0.168 1.49 ' •73 10 1 0.00 -0.10 -0.01 -0.152 -.74 10 1 0.66 -0.103 -0.01 -0.165 r. 75 10 2 0.00 -0.311 -0.09 -0.705 ,.. 76 10 2 0.66 -0.315 -0.096 -0.76 77 _ 10 3 0.00 -0.27 -0.03 -0.283 78 10 3 0.66 -0.27 -0.03 -0.305 " 79 , ,'` 10 4 0.000 0.242 0.158 1.49 `80' .' 10 4 0.668 0.242 0.145 1.60 81. : 11 1 0.00 -0.10 -0.011 -0.165 "^ _82 ~ `: 11 10.66 -0.10 -0.011 -0.17 83 +-. ' 11 2 0.00 -0.32 -0.07 -0.76 84' :. 11 2 0.66 -0.32 -0.07 -0.815 85 -' `%` • 11 3 0.00 -0.27 -0.01 -0.305 .86... ,; 11 3 0.66 -0.28 -0.00 -0.312 11 4 0.000 0.253 0.125 1.60 4 0.667 0.253 0.111 1.67 UBC/97 Wednesday August 29 2001, 10:43 am S-FRAME Professional Version 5.1 0 Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING 1137 Lorimar Drive STRAIGTH- 25'2" - 151-81.1 Mississauga, ON L5S 1M5 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL 1-800-368-1479 Description: STRAIGTH MODEL Engineer: O.G. P.E. -'R6w, t Member. 'No No LD Case No Station ft Axial kips Shear.; kips M6merit W` k=ft` �. ,,89 . -. 12 1 0.00 -0.101 -0.003 -0.17 90 • 12 1 0.66 -0.09 -0.00 -0.17 - 91, - 12 2 0.00 -0.331 -0.04 -0.81 .92 12 2 0.66 -0.335 -0.041 -0.84 93 = 12 3 0.00 -0.282 0.015 -0.31 94 12 3 0.66 -0.286 0.015 -0.30 95 '" 12 4 0.000 0.262 0.089 1.67 96.-._ • 12 4 0.667 0.262 0.076 1.73 97= 13 1 0.00 -0.097 0.00 -0.17 '98, 13 1 0.66 -0.093 0.00 -0.17 - 99 ' ` ` 13 2 0.00 -0.33 -0.01 -0.84 '.,.-100,, 13 2 0.66 -0.341 -0.01 -0.85 • 101 13 3 0.00 -0.283 0.03 -0.30 .402`-:113 3 0.66 -0.287 0.04 -0.27 103. ' , 13 4 0.000 0.267 0.055 1.73 104. 1,13 4 0.667 0.267 0.041 1.76 105 14 1 0.00 -0.092 0.011 -0.17 a 106 14 1 0.66 -0.088 0.00 -0.16 • 1107 14 2 0.00 -0.341 0.01 -0.85 108 14 2 0.66 -0.345 0.01 -0.84 -109 "• 14 3 0.00 -0.283 0.06 -0.27 - 110 14 3 0.66 -0.287 0.065 -0.23 ' 111 14 4 0.00q 0.270 0.018 1.76 112 14 4 0.667 0.270 0.006 1.77 �. ;113. 15 1 0.00 -0.087 0.016 -0.16 L _ 114 15 1. 0.66 -0.084 0.015 -0.15 115 - 15 2 0.00 -0.342 0.04 -0.84 ` 116 15 2 0.66 -0.345 0.047 70.81 ;117 ' ' : 15 3 0.00 -0.281 0608 -0.23 118, 15 3 0.66 -0.282 0.08 -0.17 15 4 0.000 0.26 -0.016 1.77 I� - -,• 120 15 4 0.66q 0.26 -0.026 1.75 _121:, 16 1 0.00 -0.082 0.02 -0.15 122 16. 1 0.66 -0.079 0.02 -0.14 f 123 16 2 0.00 -0.340 0.07 -0.81 124 16 2 1 0.6671-0.341 0.07 -0.75 j --125' 16 13. 1 0.00 .-0.274 0.113 -0.17 ,, 126 ` , .' 16 13 1 0.66 -0.272 0.11 -0.09 Page: 29 UBC/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:43 am © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING 1137 Lorimar Drive STRAIGTH- 25'2"' 151-811 Mississauga, ON L5S 1M5 Filename: C:\MYDOCU-I\SFRAME\S25-16P.TEL 1-800-368-1479 Description: STRAIGTH MODEL Engineer: O.G. P.E. Page: 30 UBC/97 S -FRAME Professional Version -5.1 Wednesday August 29 2001, 10:43 am 0 Copyright 1995-2000, Softek Services Ltd. Row -'Member .- No- No . `;LD Case. No - - - Station ff` Axial kips -Shear kips - - Moment k -ft ' i 127 , 16 4 0.000 0.26 -0.049 1.75 [ 128 ' 16 4 0.667 0.26 -0.058 1.72 129 17 1 0.00 -0.077 0.02 -0.142 130, 17 1 0.66 -0.074 0.02 -0.125 -' 131 117 2 0.00 -0.333 0.10 -0.75 '13217 13217 2 0.66 -0.333 0.10 -0.68 133.-17 3 0.00 -0.262 0.13 -0.09 134' 117 3 .0.66 .-0.257 0.13 -0.011 135; 117 4 0.000 0.26 -0.079 1.72 136-- ,' 17 4 0.667 0.26 -0.087 1.66 137 ' 18 1 0.00 -0.071 0.03 -0.125 138 18 1 0.66 -0.068 0.02 -0.10 139 ' 18 2 0.00 -0.323 0.131 -0.68 140 18 2 0.66 -0.320 0.12 -0.60 '141;" 18 3 0.00 -0.246 0.151 -0.011 142 18 3 0.66 -0.237 0.144 0.08 143-F :18 4 0.000 0.25 -0.1.09 1.66 �. 144 - 18 4 0.667 0.25 -0.116 1.593 145 119 1 0.00 -0.066 0.03 -0.10 - 146- ..� 19 1 0.66 -0.063 0.03 -0.086 J 147- : ' 19 2 0.00 -0.308 0.155 -0.60 14&.-`- ' 19 2 0.66 -0.303 0.15 -0.501 -; 149 `` 19 3 0.00 -0.224 0.163 0.08 • 150 19 3 0.66 -0.212 0.151 0.192 151 r •.- . 19 4 0.000 0.24 -0.137 1.593 152, 19 4 0.668 0.24 -0.140 1.50 153 20 1 0.00 -0.060 0.035 -0.086 . 154 20 1 0.66 -0.058 0.03 -0.06 ` 155 20 2 0.00 -0.290 0.17 -0.501 • 156 � 20 2 0.66 -0.284 0.16 -0.38 f 157 ;- 20 3 0.00 -0.199 0.168 0.19 158 , , 20 3 0.66 -0.183 0.149 0.29 159 20 4 0.000 0.22 -0.160 1.50 160 20 4 0.667 0.22 -0.162 1.393 ' 161 21 1 0.00 -0.055 0.03 -0.06 (,. 162 21 1 0.66 -0.052 0.03 -0.04 163 21 2 0.00 -0.26 0.19 -0.38 164 212 0.66 -0.261 0.17 -0.26 Page: 30 UBC/97 S -FRAME Professional Version -5.1 Wednesday August 29 2001, 10:43 am 0 Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING STRAIGTH- 281211- 151-811 Page: 31 1137 Lorimar Drive Mississauga, ON L5S 1M5 Filename: C:\MYDOCU�1\SFRAME\S25-16P.TEL 1-800-368-14.79 Description: STRAIGTH MODEL Engineer: O.G. P.E. '_-Row' . Member E ` No No LD Case No Station r ft Axial ' , kips Shear kips _, 'Moment, ; k -ft , j' 165, 21 3 0.00 -0.170- 0.164 0.29 . .166:- 21 3 0.66 -0.153 0.139 0.39 j _1167. 21 4 0.000 0.215 -0.181 1.393 168", 21 4 0.667 0.215 -0.178 1.27 F 169 22 1 0.00 -0.049 0.03 -0.04 " 170 122 1 0.66 -0.047 0.03 -0.01. 171. 22 2 0.00 -0.246 0.20 -0.26 .172' 22 2 0.66 -0.237 0.185 -0.13 173 22 3 0.00 • -0.141 0.151 0.39 -.,174 22 3 0.667. -0.121 0 , 118 0.48 175 22 4 0.000, 0.20 -0.195 1.27 176'-'; 22 4 0.667 0.20 -0.193,1.14 177 23. 1 0.00 -0.045 0.03 -0.01 178 23 1 0.54 -0.044 0.033 0.002 ' 179: ' ` 23 2 0.00 -0.226 0.19 -0.136 180: 23 2 0.54 -0.219 0.18 -0.032 j• -181 _ 23 3 0.00 -0.114 0.125 0.48 i 182 23 3 0.54 -0.099 0.095 0.54 ' `183 23 4 0.000 0.18 -0.204 1.14 184 23' 4 0.543 0.18 -0.199. 1.03 I 185, 24 1 0.00 -0.043 0.035 0.002 186 24 1 0.54 -0.041 0.032 0.02 187 ' . 24 2 0.00 -0.213 0.191 -0.032 1188-:,-124 2 0.54 -0.206 0.176 0.06 _ . -1089,_ „ 24 3 0.00 -0.096 0.099 0.54 190 24 3 0.54 -0.082 0.070 0.59 -191, 24 4 0.000 0.18 -0.205 1.03 192 , _ 24 4= 0.542 0.18 -0.201 0.92 193 25 1 0.00 -0.040 0.033 0.02 t = 194 ; 25 1 0.54 --0.039 0.030 0.03 . , 7195 25 2 0.00 -0.200 0.182 0.06 196 s 25 2 0.54 -0.194 0.167 0.163 ° 197 25 3' 0.00 -0.080 0.073 0.59 198 J25 3 0.543 -0.068 0.046 0.62 �. X199'. " 25 4 0.000 0.17 -0.206 0.92 1200, - 25 4 0.543 0.17 -0.202 0.81 ` 201 26 1 0.00 -0.038 0.031 0.03 202 26 1 0.541 -0.03710.02 0.053 UBC' /97 Wednesday August 29 2001, 10:43 am S -FRAME Professional Version 5.1 O Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING 1137 Lorimar Drive STRAIGTH- 251211 151-811 Mississauga, ON L5S 1M5 Filename: C:\MYDOC.U-1\SFRAME\S25-16P.TEL 1-800-368-1479 Description: STRAIGTH MODEL Engineer: O.G. P.E. Row , = -Member No No tD Case No Station ft Axial i kips • • Shear kips Moment a k -ft - 203 26 2 0.00 -0.188 0.174 0.16 n '204. 26 2 0.541 -0.182 0.158 0.25: 205, 26 3 0.00 -0.067 0.048 0.62E 206 26 3 0.541 -0.057 0.023 0.64E 207: 26 4 0.000 0.16 -0.207 0.81 .208 26 4 F 0.541 0.16 -0.204 0.70: 209- 27 1 0.00 -0.036 0.029 0.05: 210 27 1 0.543 -0.035 0.026 0.06f 211 27 2 0.00 -0.177 0.163 0.25: 212; 27 2 0.543 -0.171 0.147 0.331 213 ` 27 3 0.00 -0.056 0.024 0.64E 214 •. 27 3 0.54 -0.047 0.000 0.65: - 215'- ; ' 27 4 0.000 0.16 -0.20 0.70: 216. 27 4 0.543 0.16 -0.205 0.59( j' 217-- 28 1 0.00 -0.034 0.027 0.06E 218 .28 1 0.54 -0.033 0.024 0.08: 219, 28 2 0.00 -0.166 0.153 0.33-j .. ; 220 28 2 0.54 -0.161 0.136 0.41; 221 28 3 0.00 -0.047 0.002 0.65: 222 28 3 0.54 -0.04 -0.02 0.64-j 223 .; 28 4 0.000 0.15 -0.21 0.59( 1224. 28 4 0.542 0.15 -0.19 0.48( 225 29 1 0.00 -0.032 0.025 0.081A "'226' 29 1 0.54 -0.031 0.022 0.091 227 29 2 0.00 -0.157 0.141. 0.41; -<.228 29 2 0.54 -0.152 0.124 0.48-j 229 29 3 0.00 -0.04 -0.019 0.64-1 '• 230: .e 29 3 0.542 -0.03 -0.039 0.631 231 29 4 0.000 0.151 -0.20 0.48( 232 29 4 0.542 0.151 -0.18 0.37 233 ,'. 30 1 0.00 -0.031 0.023 0.09 4234 .r 30 1 0.54 -0.030 0.020 0.10E 235 ' 30 2 0.00 -0.148 0.129 0.48-j 236 30 2 0.54 -0.143 0.112 0.55: ' 237,' 30 3 0.00 -0.035 -0.038 0.631 238' 30 3 0.54 -0.03 -0.05 0.60E 239 30 4 0.00q 0.14 -0.194 0.374 30 4 0:54 0.14 -0.18 0.27: Page: 32 UBC/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:43 am © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING S TRAIGTH- 25 2 - 151-811 Page: 33 1137 Lorimar Drive Mississauga, ON L5S 1M5 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL 1-800-368-1479 Description: STRAIGTH MODEL Engineer: O.G. P.E. 'Row'.. -No'. ''Member No LD Case No Station. ftt j' 1241 31 1 0.00 242, 31 1 0.54 243 31 2 0.00 244 '. 31 2 0.54 245,'_ 31 3 0.00 :'246 .- :31 3 0.54 247 31 4 0.00 248 ' .131 4 0.54 249 32 1 0.00 250- 132 1 0.54 �'. -',251 32 2 0.00 �•"• ', 252 32 2 0.54 253' 32 3 0.00 �. 254. :32 3 0.54 L, -255 =' 32 4 0.00 256 z' 32 4 0.54 -, -. 257,- 33 1 0.00 258 - '' 33 1 0.54 .259 33 2 0.00 260 • 33 2 0.54 -261 33 3 0.00 .,o262_1' 33 3 0.54 a ` ' 263' ' 33 4 0.00 264 ' 33 4 0.54 ' 265 : ;'34 1 0.00 . ` 266- 34 1 0.54 267' ' ' 34 2 0.00 268, 34 2 0.54 26% "" 34 3 0.00 , 270 34 3 0.54 • -,,.271, ' 34 4 0.00 :-.r,.272' 34 4 0.54 273r . 35 1 0.00 k.• 274' 35 1 0.54 275 35 2 0.00 276 ` ^,: 35 2' 0.54 . .-,277, 35 3 0.00 E �=„:278. 35 3 0.54 UBC/97 Wednesday August 29 2001, 10:43 am Axial kips . '� Shear y fti kips ..Moment. k -ft .i -0.029 0.020 0.106 -0.028 0.017 0.116 -0.140 0.116 0.552 -0.136 0.099 0.611 -0.03 -0.055 0.606 -0.02 -0.072 0.571 0.13 -0.186 0.272 0.13 -0.173 0.175 -0.028 0.018 0.116 -0.027 0.015 0.125 -0.132 0.103 0.611 -0.129 0.086 0.662 -0.03 -0.071 0.571 -0.02 -0.085 0.525 0.133 -0.178 0.175 0.133 -0.165 0.081 -0.027 0.016 0.125 -0.026 0.012 0.133 -0.126 0.089 0.662 -0.123 0.072 0.705 -0.03 -0.084 0.52 -0.02 -0.095 0.48 0.12 .--0.169 0.081 0.12 -0.15 -0.00 -0.026 0.013 0.13 -0.025 0.010 0.13 -0.121 0.075 0.705 -0.118 0.057 0.741 -0.031 -0.094 0.48 -0.03 -0.1.04 0.42 0.12 -0.161 -0.00 0.123 -0.151 -0.091 -0.025 0.011 0.13 -0.025 0.007 0.14 -0.117 0.061 0.741 -0.115 0.043 0.77 -0.033' -0.103 0.4271 -0.032-. -0.110 0.36 ' S -FRAME Professional Version 5.1 0 Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURINGCr 1137 Lorimar Drive Mississauga, ON L5S 1M5 1-800-368-1479 T�II�TH' 251211- 15 r'O r r ►J . Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL Description: STRAIGTH MODEL Engineer: O.G. P.E. Page: 34 ,Row': No Member No • QLD Case No Station ' ft Axial kips _-- Shear . >.. Moment-, kips k=ft - -- - 279 ' 35 4 0.000 0.11- -0.1.55 -0.091 �+ 280 '35 4 0.542 0.11 -0.145 -0.172 281 36 1 0.00 -0.024 0.008 0.14 282-- 36 1 0.54 -0.024 0.005 0.14 283 ` 36 2 0.00 -0.113 0.046 0.77 284 36 2 0.54 -0.112 0.028 0.79 .285'., 36 3 0.00 -0.03 -0.109 0.36 f ; 286 36 3 0.543 -0.035 -0.113 0.30 287.- '36 4 0.000 0.11 -0.14 -0.17 288' 36 4 0.543 0.11 -0.13 -0.25 " 289 37 1 0.00 -0.024 0.006 0.14 290, . >- 37 1 0.543 .-0.024 0.002 0.14 291 ` 37 2 0.00 -0.111 0.03. 0.79 -292 37 2 0.54 _0.11q 0.013 0.80 2931-," 37 3 0.00 -0.03 -0.112 0.30 294"_.1, `' 37 3 0.54 -0.03 --0.113 0.24 295 37 4 0.000 0.11 -0.14 -0.25 296' = 37 4 0.54 0.11 -0.13 -0.325 ---.297 _ . , 38 1 0.00 -0.024 0.003 0.14 298 38 1 0.54 -0.024 0.000 0.15 • 299 ., <_; 38 2 0.00 -0.110 0.017 0.80 •300'-.• ,= 38 2 0.54 -0.10 -0.002 0.806 301 38 3 0.00 0 -0.04 -0.112 0.24 -302 38 3 0.54 -0.04 -0.112 6.187 303' 38 4 0.000 0.10 -0.13 -0.325 " 304 38 4 0.54 0.10 -0.12 -0.396 305. 39 . 1 0.00 -0.024 0.000 0.15 306•' 39 1 0.54 -0.02 -0.003 0.14 307 39 2 0.00 -0.109 0.002 0.806 308 ' .a 39 2 0.54 -0.11 -0.017 0.802 • . `309 z • 39 3 0.00 -0.04 -0.11 0.187 310: 39 3. 0.54 -0.04 -0.10 - 0.12 31,1-, -,39 4 0.000- 0.10 -0.129, -0.396 '312 39 4 0.542 0.10 -0.12 -0.463 - '313- 40 1 0.00 -0.02 -0.002 0.14 314. 40 1 0.543 -0.02 -0.006 0.14 315 ,r 40 12 0.00 -0.11 -0.013 0.802 _--1.316 140 12 1 0.54 -0.111 -0.032 0.79 UBC/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:43 am ' (D Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING STRAIGTH- 25'2" - 151-811. Page: 35 1137 Lorimar Drive ►J Mississauga, ON L5S 1M5 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL .1-800-368-1479 Description: STRAIGTH MODEL Engineer: O.G. P.E. Row MemberT _ No L' D Case No Station. , ft Axial kips Sliear kips . Moment } k -ft 317; '40 3 0.00 -0.04 -0.105 0.12 -318 40 3 0.54 -0.04 -0.102 0.072 ' 319 , ,� ` 40 4 .0.000 0.09 -0.122 -0.463 320 "' 40 4 0.543 0.09 -0.11 -0.52 321 41 1 0.00 -0.02 -0.005 0.14 322. 41 1 0.543 -0.02 -0.008 0.14 323 41 2 0.00 -0.11 -0.028 0.79 324'. '.41 2 0.54 -0.11 -0.046 0.77 325 41 3 0.00 -0.05 -0.101 0.07 ' ' -2* 326 ' ` 41 3 0.54 -0.05 -0.097 0.01 ix 327 • ° 41 4 0.000 0.095 -0.11 -0.527 328 41 4 0.543 0.095 -0.1.0 -0.58 '.,329: 42 1 0.00 -0.025 -0.007 0.14 330 42 1 0.54 -0.025 -0.011 0.13 tti -331;`. ' 42 2 0.00 -0.115 -0.043 0.77 332 ;_-W 42 2 0.54 -0.117 A.061 0.741 -�333 r ' - ' 42 3 0.00 -0.055 -0.096, 0.01 ". 334 ,: ' - 42 3 0.54 -0.05 -0.09 -0.033 - ^ 335. 42 4 0.000 0.091 -0.10 -0.58 336 c. - 42 4 0.542 0.091 --0.09 -0.64 337 43 1 0.00 -0.025 -0.010 0.13 ' '338 .w` . 43 1 0.54 -0.02 -0.013 0.133 ,'339 43 2 0.00 -0.11 -0.057 0.741 340 43' 2 0.54 -0.121 -0.075 0.705 1341 43 3 0.000 70.05 -0.091 -0.033 342 j., „ 43 3 0.54 -0.05 -0.08 -0.081 343 �„ ` 43 4 0.00 0.08 -0.10 -0.643 344 43 4 0.5420.08 -0.09 -0.69 mf. 345' 1 44 1 0.00 -0.02 -0.012 0.133 346 44 1 0.54 -0.02 -0.016 0.125 347 44 2. 0.00 -0.12 -0.072 0.705 i,--:-348 " - 44, 2 0.54 -0.12 -0.089 0.662 `.349 44 3 0.00 -0.05 -0.085 -0.081 350 . 44 3 0.54- -0.05 -0.08 -0.12 3515 44 4 0.000 0.085 -0.095 -0.696 j 4'352 44 4 0.542 0.085 -0.085 -0.745 •.353, 45 1 0.00 -0.027, -0.015 0.125 354 45 1 0.54 -0.02 -0.01 0.116 - t UBC/97 Wednesday August 20 2001, 10:43 am S -FRAME Professional Version 5.1 © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING 1137 Lorimar Drive STRAIGTH- 251211- 151-811 Mississauga, ON L5S 1M5 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL� 1-800-368-1479 Description: STRAIGTH MODEL Engineer: O.G. P.E. Row ° °, No' Member', No LD Case No - - - - Station. ft, Axial kips Shear kips _ _-- Moment ,. k -ft --- .355 45 2 0.00 -0.12 -0.08 0.662 �..--356 45 2 0.54 -0.13 -0.103 0.611 357. 45 3 0.00 -0.061. -0.08 -0.127 .358."45 45 3 0.54 -0.061 -0.07 -0.16 359 145 4 0.000 0.08 -0.08 -0.745 360 45 4 0.543 0.08 -0.07 -0.78 .361 46 1 0.00 -0.02 -0.017 0.116 362 ' - 146 1 0.541 -0.02 -0.020 0.106 363 46 2 0.00 -0.13 -0.099 0.611 ,364 ,:. 46 2 0.541 -0.14 -0.116 0.552 `365' :4' 46 3 0.00 -0.06 -0.075 -0.16 366,1 46 3 0.541 -0.06 -0.07 -0.20 367 146 4 0.000 0.08 -0.08 -0.78 368" , +' 46 4 0.541 0.08 -0.071 -0.83 369 47 1 0.00 -0.03 -0.020 0.106 370 ' ". 47 1 0.54 -0.031 -0.023 0.09 i 371 47 2 0.00 -0.14 -0.112 0.55 j•' 372 } 47 2 0.54 -0.14 -0.129 0.48 • 373 . 47 3 0.00 -0.06 -0.07 -0.20 374 47 3 0.54 -0.06 -0.06 -0.246 ' 375 47 4 0.000 0.078- -0.07 -0.83 .- '376- 47 4 0.542 0.07 -0.063 -0.867 ±, 377, 48 1 0.00 -0.031 -0.022 0.09 378 48 1 0.54 -0.03 -0.025 0.082 379', -' 48 2 0.00 -0.15 -0.124 0.48 380 48 2 0.54 -0.15 -0.141 0.415 381, ; "' 48 3 0.00 -0.06 -0.065 -0.24 . - 382 48 3 0.54 -0.065 -0.06 -0.281 383' 48 4 0.000 0.07 -0.06 -0.86 ' 384 , ' 48 4 0.542, 0.07 -0.05 -0.90 ' = 385.--" 49 1 0.00 -0.03 .-0.024 0.082 386 49 1 0.54 -0.03 -0.027 0.06 387 - 49 2 0.00 -0.161 -0.136 0.415 388 49 2 0.54 -0.16 -0.153 0.337 • 389 149 3 0.00 -0.06 -0.06 -0.281 390 49 3 0.542 -0.065 -0.05 -0.312 . 391 _ 49 4 0.000 0.07 -0.05 -0.90 392 - 49 4 0.542 0.07 ;0.04 -0.92 Page: 36 UBC/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:43 am © Copyright 1995-2000, Softek Services Ltd. Y PIONEER STEEL MANUFACTURING 1137 Lorimar Drive STRAIGTH- 25'2" - 15'-8" Mississauga, ON L5S 1M5 Filename: C:\MYDOCU--1\SFRAME\525-16P.TEL 1-800-368-1479 Description: STRAIGTH MODEL Engineer: O.G. P.E. Row ' No'. ` 'Member No Case., No- Station ft Axial kips. Shear... kips Moment k -ft 393. 50 1 0.00 -0.035 -0.026 0.06 , 394 50 1. 0.54 -0.03 -0.029 0.05 395 50 2 0.00 -0.171 -0.147 0.33 396 50 2 0.543 -0.17 -0.163 0.252 397 50 3 0.00 -0.06 -0.05 -0.312 ' . ,398 50 3 0.54 -0.066 -0.051 -0.341 399 ' 50 4 0.000 0.073 -0.051 -0.92 400- 50 4 0.543 0.07 -0.041 -0.95 401. 51 1 0.00 -0.03 -0.028 0.05 402' 51 1 0.541 -0.03 -0.031 0.03 403 51 2 0.00 -0.18 -0.158 0.252 . • 404 - 51 2 0.541 -0.18 -0.174 0.163 405: 51 , 3 0.00 -0.06 -0.04 -0.341 -406,--, 51 3 0.541 -0.06 -0.04 -0.36 -4074 51 4 0.000 0.071 -0.04 r -0.95 408 51 4 0.541 0.071 -0.033 -0.97 409 • 52 1 0.00 -0.03 -0.030 0.03 ' 410, 52 1 0.54 -0.04 -0.033 0.02 °411 52 2 0.00 -0.19 -0.167 0.163 412 52 2 0.54 -0.20 -0.182 0.06 I, `413. - 152 3 0.00 -0.06 -0.04 -0.36 f 414. 52 3 0.54 -0.06 -0.041 -0.39 -'415 52 4 0.000 0.07 -0.03 -0.97 416 52 4 0.543 0.07 -0.02 -0.991 417'•;' 53 1 0.00 -0.041 -0.032 0.02 418 • 53 1 0.54 .-0.043 -0.035 0.002 419-- 53 2 0.00 -0.20 -0.176 0.06 420. 53 2 0.54 -0.21 -0.191 -0.032 421 ", 53 3 0.00 -0.06 -0.03 -0.39 ,422 , 53- 3 0.54 -0.06 -0.036 -0.411 423 53 4 0.000 0.07 -0.02 -0.991 424 53 4 0.54 0.07 -0.01 -1.00 ' 425' ,: 54 1 0.00 -0.04 -0.033 0.002 426. 54 1 0.54 -0.045 -0.03 -0.01 427, . , 54 2 0.00 -0.21 -0.18 -0.03 428; 54 2 0.543 -0.22 -0.19 -0.136 429 `' 54 3 0.00 -0.06 -0.03 -0.411 _, . -430 54 3 0.54 -0.06 -0.031 -0.428 Page: 37 UBC/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:43 am © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURINGSTRAIGTH- 25 2 -151-811 Page: 38 1137 Lorimar Drive Mississauga, ON L5S 1M5 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL 1-800-368-1479 Description: STRAIGTH MODEL Engineer: O.G. P.E. Row Member No No LD Case No Station ` ft ° Axial kips L Shear = kips ' Moment k -ft ' . 431 54 4 0.000 0.06 -0.02 -1.00 432 54 4 0.543 0.06 -0.011 -1.01 °' 433 55 1 0.00 -0.04 -0.03 -0.01 434 55 1 0.66 -0.04 -0.03 -0.04 435 55 2 0.00 -0.23 -0.1.85 -0.136 436 55 2 0.66 -0.24 -0.20 -0.26 437 55 3 0.00 -0.06 -0.02 -0.42 438t 55 3 0.66 -0.065 -0.02 -0.445 439' 55 4 0.000 0.06 -0.01 -1.01 " 440 55 4 0.667 0.06 -0.00 -1.01 -•441 56 1 0.00 -0.05 -0.03 -0.04 442 56 1 0.66 -0.055 -0.03 -0.06 '443: , ` 56 2 0.00 -0.261 -0.17 -0.26 ,.444" • 56 2 0.66 -0.26 -0.19 -0.387 445',7 56 3 0.00 -0.06 -0.01 -0.445 56 3 0.66 -0.065 -0.015 -0.457 r 447 56 4 0.000 0.06 -0.00 -1.01 V . 448",, 56 4 0.667 0.068 0.00 -1.01 449 57 1 0.00 -0.05 -0.03 -0.06 450 57 1 0.66 -0.06 -0.035 -0.08 451 57 2 0.00 -0.28 -0.16 -0.38 452 " ' 57 2 0.66 -0.29 -0.17 -0.501 453 57 3 0.00 -0.06 -0.01 -0.45 -,454 .: 57 3 0.66 -0.063 -0.00 -0.462 F z 455 ° 57 4 0.000 0.06 -0.00 -1.01 456 57 4 0.667 0.068 0.01 -1.016 457 158 1 ' 0.000 0.06 -0.030 70.086 114-458- 58 1 0.66 -0.06 -0.03 -0.106 .--459..- ,', 58 2 0.00 -0.30 -0.15 -0.501 _46V-1',,158 2 0.66 -0.30 -0.155 -0.603 461 58 3 0.00 -0.06 -0.001 -0.46 462' � .: 58 3 0.66 -0.060 0.00 -0.462 ' 463", 58 4 0.000 0.069 0.005 464' 58 4 0.668 0.069 0.01 -1.00 '465 59 1 0.00 -0.06 -0.02 -0.106 j. 466- 59 1 0.66 -0.071 -0.03 -0.125 59 2 0.00 -0.32 -0.12 -0.603 41468- , 59 2 0.667 70.32 -0.131 -0.68 UBC/97 Wednesday August 29 2001, 10:43 am . S -FRAME Professional Version 5.1 © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURINGS 1137 Lorimar Drive Mississauga, ON L5S 1M5 1-800-368-1479 " TRAIGTH- 25'2 r - 15'-81 r Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL Description: STRAIGTH MODEL Engineer: O.G. P.E. Page: 39 -0.08 -0.015 -0.155 .490' ; 62 1 0.66 -0.08 -0.01 Row No Member No LD Case No Station, ft Axial I kips Shear` Moment , kips k -ft -0.81 .--469', 59 3 0.00 -0.060 0.00 -0.462 ' 493 62 470 ,' 59 3 0.66 .-0.057 0.00 -0.45 0.66 •471 59 4 0.000 0.070 0.011 -1.00 -0.96 '472 59 4 0.667 0.070 0.02 -0.99 497. 63 473 60 1 0.00 -0.07 -0.02 -0.125 0.66 474. 60 1 0.66 -0.07 -0.02 -0.142 -0.84 -475 ` 60 2 0.00 -0.33 -0.10 -0.68 -501 63 m 476 60 2 0.66 -0.33 -0.104. -0.75 0.66 477 60 3 0.00 -0.056 0.01 -0.45 -0.93 j - 478 60 3 0.66 -0.053 0.01 -0.446 64 j y ' 479 60 4 0.000 0.01 -0.99 0.66 1 480 • 60 4 0.667 0.071 0.02 -0.982 481 61 1 0.00 -0.07 -0.02 -0.142 -',{482 ' 61 1 0.66 -0.08 -0.02 -0.155 483 61 2 0.00 -0.341 -0.07 -0.758 484 . - 61 2 0.66 -0.34 -0.07 -0.81 485 61 3 0.00 -0.051 0.021 -0.446 '486.1. , , 61 3 0.667-0.04 0.02 -0.432 487. 61 4 0.000 0.073 0.02 -0.982 '488. 61 4 0.667 0.073 0.035 -0.963 ='.489 62 1 0.00 -0.08 -0.015 -0.155 .490' ; 62 1 0.66 -0.08 -0.01 -0.166 491 62 2 0.00 -0.345 -0.04 -0.81 r ; ` 492 ` 62 2 0.66 -0.34 -0.045 -0.84 ' 493 62 3 0.00 -0.046 0.02 -0.43 '494 , , 62 3 0.66 -0.042 0.02 -0.41 i" 495 62 4 0.000 0.076 0.02 -0.96 a496 62 4 0.6680.07 0.041 _ -0.93 497. 63 1 0.000 70.08 -0.00 -0.16 •' 498' 63 1 0.66 -0.09 -0.011 -0.173 I- 499 63 2 0.00 -0.345 -0.01 -0.84 500 , 63 2 0.66 -0.341 -0.01 -0.85 -501 63 3 0.00 -0.040 0.03 -0.41 " 502 63 3 0.66 -0.036 0.03 -0.39 503. ! 63 4 0.000 0.079 0.035 -0.93 .504, ,.., 63 4 0.667 0.079 0.04 -0.91 64 1 0.00 .-0.093 -0.00 -0.17 _06 " , ` 64 :5 1 0.66 -0.09 -0.00 -0.175 UBC/97 Wednesday August 29 2001, 10:43 am S -FRAME Professional Version 5.1 © Copyright 1995-2000, Softek Services Ltd. Y PIONEER STEEL MANUFACTURING 1137 Lorimar Drive Mississauga, ON US IM5 1-800-368-1479 . ^ � Q STRAIGTH- 25'2" .- 151-811 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL Description: STRAIGTH MODEL Engineer: O.G. P.E. t Page: 40 } Row No . Member. No LD Case No Station ft, Axial Shear kips kips Moment k -ft. 507 64 2 0.00 -0.341 0.01 -0.852 508' 164 2 0.66 -0.337 0.01 -0.843 509'. i64 3 0.00 -0.033 0.03 -0.392 510- 64 3 0.66 -0.029 0.03 -0.36 511 64 4 0.000 0.083 0.04 -0.912 512, . 64 4 0.667 0.083 0.05 -0.88 513 65 1 0.00 -0.097 0.00 -0.175 514, 65 1 0.66 -0.101 0.003- -0.17 515 � 65 2 0.00 -0.335 0.041 -0.84 - r 5161 65 2 0.66 -0.331 0.04 -0.815 } '517..-° 65 3 0.00 -0.026 0.03 -0.36 w" z,,,' 518 ,, 65 3 0.66 -0.022 0.04 -0.341 519 ,' � 65 4 0.000 0.087 0.045 -0.882 520 -, - 65 4 0.667 0.087 0.05 -0.84 521.- 66 1 0.00 -0.100 0.011 -0.173 522 66 1 0.66 -0.10 _0.011 -0.165 523 66 2 0.00 -0.326 0.07 -0.815 °524 66 2 0.66 -0.32 0.07 -0.76 525. 66 3 0.00 -0.018 0.04 -0.341 526 . 66 3 0.66 .-0.014 0.04 -0.313 1 527 66 4 0.000 0.091 0.04 -0.84 528 66 4 0.667 0.091 0.061 -0.811 I. 529 67 1 0.00 -0.103 0.01 -0.165 530. 67 1 0.66 -0.107 0.01 -0.152 531 67 2 0.00 -0.315 :. 0.09 -0.76 532 67 2 0.66 -0.311 0.096 ' -0.705 ' 533 67 3 0.00 -0.011 0.04 -0.31 %•,.534 _ 67 3 0.66 -0.007 0.04 -0.283 535 67 4. 0.000 0.09 ,0.05 -0.811 ' 536 i 67 4 0.668 0.096 0.06 -0.771 t - 537;:. , 68 1 0.000 .-0.106 0.02 -0.152 538 68 1 0.71 -0.111 0.02 --0.135 5394 68 2 0.00 -0.307 0.10 -0.705 540 ' 68 2 0.71 -0.303 0.10 -0.62 - 541 ._ , 68 3 0.00 -0.0051 0.04 -0.28 ' .542 68 3 0.716 0.00q 0.04 -0.252 :543 =. 68 4 0.000 0.09 0.06 -0.771 1544 . , , 68 4 0.71 0.09 0.07 -0.722 UBC/97 Wednesday August 29 2001, 10:43 am S -FRAME Professional Version 5.1 © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURING 1137 Lorimar Drive S Cr TRAIGTH- 251211- 151-811 Mississauga, ON L5S 1M5 Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL 1-800-368-1479 Description: STRAIGTH MODEL Engineer: O.G. P.E. Row ' No Member. No LD'Case No Station ft Axial kips Shear kips Moment k -ft 545- 69 1 0.00 -0.111 0.02 -0.135 546 - 69 1 0.71 -0.115 0.02 -0.11 X547--. 69 2 0.00 -0.303 0.10 -0.62 ' 548 69 2 0.71 -0.298 0.109, -0.54 e' 549 69 3 0.000 0.000 0.04 -0.25 _550 69 3 0.716 0.004 0.04 -0.22 ~'; 551. ; °, 69 4 '0.000 0.099 0.074-0.72 552' ' 69 4 0.716 0.099 0.08 -0.66 553, , 70 1 0.00 -0.115 0.02 -0.11 x,554 70 1 0.71 -0.12 0.02 -0.102 ' 5M, 70 2 0.00 .-0.298 0.10 -0.54 '556. 70 2 0.71 7 -0.294 0.10 -0.47 557 ' 70 3 0.000 0.004 0.04 -0.22 `- 558 70 3 0.717 0.00 0.04 -0.1891 . 559 70 4 0.000 0.099 0.08 -0.66 '560 70 4 0.717 0.099 0.10 -0.597 561 71 1 0.00 -0.120 0.02 -0.10 562 71 1 0.71 -0.124 0.02 -0.085 563 71 2 0.00 -0.294 0.10 -0.47 71 2 0.71 -0.289 0.10 -0.391 565.._ 71 3 0.000 0.009 0.04 -0.18 56.61 , - 71 3 0.716 0.013 0.04 -0.15 .•"567 " 71 4 0.000 0.099 0.10 -0.59 568 j 71 4 0.716 0.099 0.113 -0.521 { 569.: 72 1, 0.00 -0.124 0.02 -0.085 570 " 72 1 0.71 -0.129 0.02 -0.06 571 • ' , 72 2 0.00 -0.289 0.10 -0.391 572 • 72 2 0.71 -0.284 0.10 -0.313 573 72 3 0.000 0.013 0.04 -0.15 E.' 574 72 3 0.716 0.01 0.04 -0.12 575, ` ie 72 4 0.000 0.099 0.11 -0.521 576 " 72 4 0.71 6 0.099 0.12 -0.435 j •, 577 73 1 0.00 -0.129 0.02 -0.06 578 73 1 0.71 -0.133 0.02 -0.051 579, " 73 2 0.00 -0.284 0.10 -0.31 . _580 `73 2 0.71 -0.280 0.10 -0.235 581 73 3 0.000 0.018 0.04 -0.126 582 . 73 3 0.71 0.022 0.04 -0.094 Page: 41 UBC/97 S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:43 am © Copyright 1995-2000, Softek Services Ltd. PIONEER STEEL MANUFACTURINGSTRAIGTH- 251.2 1l 151 -8 r11 Page: 42 1137 Lorimar Drive G Mississauga, ON L5S 1M5• Filename: C:\MYDOCU-1\SFRAME\S25-16P.TEL 1-800-368-1479 Description: STRAIGTH MODEL Engineer: O.G. P.E. Row: , Member 'No No M r LD Case No Station ` ft' Axial ,kips Shear • . kips Moment k -ft 583 73 4 0.000 0.099 0.126.-0.43. 584.% 73 4 0.716 0.099 0.13 -0.34( 585 74 1 0.00 -0.133 0.02 -0.051 '586,, . ` 74 1 0.71 -0.138 0.02 -0.031 :. 587-- 74 2 0.00 -0.280 0.10 -0.23! ' t 588 74 2 0.71 -0.275 0.10 -0.151 `• 589. 74 3 0.000 0.022 0.04 -0.091 �.. 5_90,;41 74 3 0.717 0.027 0.04 -0.06; 5911 -; - 74 4 0.000 0.099 0.13 -0.34( !x.,':592 ` 74 4 0.717 0.09 0.15 -0.23( -593 z 75 1 0.000 .-0.138 0.02 -0.031 T :594 75 1 0.716 -0.142 0.02 -0.014 .:; .. 595 = 75 2 0.00 -0.275 0.10 -0.151 •596 ,,-'_ �?75 2 0.716 -0.271 0.10 -0.071 597 75 3 0.000 0.027 0.04 -0.06: A 598 -' 75 3 0.716 0.031 0.04 -0.031 7V '599 75 4 0.000 0.099 0.15 -0.23( --1600 -;3' 75 4 0.716 0.099 0.165 -0.12; 601_ : 76 1 0.00 -0.142 0.02 -0.011 4§02. `' :' 76 1 0.71 -0.147 0.024 0.00( ,1603 `°' 76' 2 0.00 -0.271 0.10 -0.071 76 2 0.71 -0.266 0.109 0.00( 605 ,, 76 3 0.000 0.031 - 0.04 -0.031 �- �.---1606 = 76 3 0.71 • 0.036 0.044 0.00( c +607 '., 76 4 0.000 0.099 0.165 -0.12: 7608 ,; 76 4 0.716 0.099 0.178 0.00( Member Forces are given in the members local coordinate system Positive Axial ==> Tension Positive Moment ==> Compression on top fibre f UBC/97. S -FRAME Professional Version 5.1 Wednesday August 29 2001, 10:43 am © Copyright 1995-2000, Softek Services Ltd. k COUNTY OF ,BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE qq OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date 10 - yC( Inspector REV 11/91 COUNTY OF BUTTE } DEPARTMENT OF PUBLIC WORKS 146,9 Humboldt Road, Chico, CA - (916)-891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872.-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Pie ase.,notify this office,when correction of work _ is completed. If you have any questions pertaining to this matter, or need additional explanation, please co act this office immediately. /NSi TNA P9 O oo 7--(:; f S I BJ 0. XYo C E l t[ at l-, `pro i s r A^& 2X& RA �- 'iz25 1 OUf-2 d AT CAf24PoV-7~ /VomSf— SAIMLl . A A- I�.-�;........ �.v*1*r'`- r.�-rF'�.`�7c�.4-:/rx_s.�cf�-'ar.'=—,:^ �.�-�...:,T�.�.-. r'`-�_+-_.�,.. �Y.•,.-� i COUNTY OF, BUTTE } DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 w 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 y CORRECTION NOTICE \.k S7&Z(F o /77 ` OWNER PERMIT. NO:. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation; F please contact this office immediately.: rt FrAf1. ST- e;T��195 &Z0,699 LJI SES Lfr F47R.'9 'FrAic 6-L4=l 12e 'PTz.I0,2 76 rrLU.4'. 9AIC%1ge.-t.on/, �''• ..Y j Date %- G% Inspector /`(j J,,.,� k REV 11/91 _ .�, COUNTY OF BUTTE DEPARTMENT 0`F'PU9LIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6367 CORRECTION NOTICE ` ST I 9'y- y777 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation,, please contact this office immediately. L-A, IS F,St SLE 442. 1 I,'rj Date (�� .0 � Inspector /"j ; 1 A REV 11/91 - �a RESIDENTIAL 065-050-020 - - -- STEELE, LLOYD & CLARA 94-0477B,P,E,M / Sr sTQ1a-PS ?2r� dr'� Gtdl21JC� -GG. ,, /S`048� PINON RD. , Mt1GALIA CONT: FRANK OLSEN NEW SINGLE FAMILY i V=OK b = Not OK - pdeble' NotRBBay =nN MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch. 3. Sewer; Location -Test -Fall -C/O Concrete - 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /" L"ft. / /"Nat. or/ /'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plana) OK except #'a 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Teat -Demand -Valve -Connector 4: Electricity; MH Test -Crossovers -Breakers -Clearances 5:' Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Irfsp.-Sketch 10. Cert. of Occupancy . a f1 .) 1>1' C j. V� 1A MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements \, 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftm. Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftm-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings i Date/Initials POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining .4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 8. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test T 0 - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials UNDERFLOOR Plans OK except #'a Z Ing -Setbacks -Easements -Flood -Slope e. -FW' ., Main; Soils-Elec. G - P' Fig. Depth g., Garage; Soils-Steel-Elec. G " Fig. Depth ., Porches & Decks; Soils -Steel-/ /Fig. Depth mwalls, Main; Steel -Bloc kouts-Wrapped Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. PO -Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test p, Ater Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13'Plenums & Ducts; Clearance -Materiel -Support -Ina. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16.. Insulation Date/Initials PLUMBING (Permit) OK except #'a 16. Water Htr.; Vent -Access -Combustion Air -Baffle 7 Water Pipe; Test & Anchor al r ec on D.W.V.; Test -Fittings & Anchor- ai" rotect o 48-�Wbwer Pan; Test, First Floor -Tub Access 20 -Mt Tub & Shower, Second Floor -Tub Access 2t. -GIM -Pipe; Size & Anchors Date/initials ELECTRICAL Permit OK except #'a Fixture & Transformer Clearance -Ina. Protection Elec. Receptacles Spacing -Lights & Switches at Doors 4. Size Boxes & No. of Conductors -Stapled Romex Installed Close to Ede of Studs & C.J. (2 Equip. GrwKd made up w/Meth. Fastners-Bond 2 Appliance Circuts in Kitchen & Conductor Size/GFI 2,eSubfeed Wire Si e / (DorAl-A.C. Wire Size / / ga. (iii jor Al t� ougJ -29*ange Circ. / / ga. Cu or AI -Oven Circ. /8/ ga<9or Al. Insulated Neutral R Yes ❑ No Service -Riser Conductors & Ground -Mein Disconnect /_ . Iquip. Clearances Panels -Motors -Mach. Equip. COL 3e Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. .C. Ducts Insulation & Support 4 4-am�/1U V. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade —� 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FR G Plana OK except #'s . Sils, Proper Material re P. -Walls Studs -Nailing, Spacing & Bracing -Plates -Sound . B ring Wells over Girders & Floor Nailing Stop in Walla (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub _U. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) He -Pos ps- nchors-Connectors st-Rft . fes-Purlins22f erac-Truss-Shthng.-Ring. Fireplace Tiea lu Fireplace Throat clearance Attic Access; Sizeex Protection- raft Stop -Ina. Baffles . Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing Property Line Firewall & Openings . Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits . Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection &grplywood on Roof Overhang -Attic Vents -Rafter Outriggers W3.7 q9P`SfGcco MasWDrip Screed -Fd. Vents-Underflr. Access i Glazing Area -Glass Protection -Skylights -Plastic Shear Wells; Nailina-Bolts Date/Initials FIN Plans K except #'a E teps-Door & Sidelight Protection -La ings 6 . Smoke Detector 63 ts-Clearance-Comb. Air -Connector - I arage; Above Floor -Ducts -Meth. Protection isle -Be m Exiting 6 . G.F ath Fixtures & Tub ass -Spa 6 . Flee-Tiim & Subpan reaker Siz Labels Stairs_4,ftils 68. e e or Stove; Clear -H 6 . Elec. -Outlets at W Anel; Int. & Ext. . it. . & Appliance; Grnd -Air p -Cook g Clearance Ele utlets & Receptacles at Kit. Counter W."barage Fire Door, Swina-Landina-Closer 7"r. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In C3arage; Above Floor -Mach. Protection 75. lb; EFS & Mach. Equip. Listed for Location 7 . lec_.Beeept"acles in Garage; (G.F.I.)-Romex Protection 77v<n-sulation-Foam-Looked in Attic ❑ Yes 78 uard�lails & Deck Construction -Post Caps 79. dn. Vents & Crawl Hole Door-Draina e & Wood -Earth Clea%pce Looked under Floo Yes 80 o lowing instld.; Drive as ❑ No; Walks ❑ Yes No; Plan!grs ❑ Yea No 8 tuc ; Brown -Finish .C. , isconnect, Electrical, Plumbin 83 -'Vents Above Roof; PIbg-Appliance-Fl place. -Clearance to Elec. Trim; House 88 -Corrections from Prev Inspections 89 �vY"est-Met egged; Gas -Electric 9 . Water_& -Sewer Connected -C/O to Grade -HD Approval Comments at Final: 7Z76 '� �s71 d'P•e».c�-r' .r..-.r:..r.. r -.-'tit+•.�x.w._'r .ew�`.9t...f, afr�y; j, . Z. z...-.cc��[+r' -^r.-=-.n.^+;t r t BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District71F- Building Department No. A.P. Number 0� �"Q"'Cl� Jurisdiction City ® County Property Owner 44-00 e A 9 4 5; TE 6 L-1 Property Location/Address Al 1) &A !� Subdivison Lot No. Residential Development[� + 0 Sq. Footage �! d No. of LNing MHI Addition (Group R) Units Commercial/Industrial 0 0 Sq. Footage New Addition (Including Exterior Roofed Areas) 41 — 7, k 'A�l — Date i (Floor Plans reviewed by School District Personnel) District Identification No;e School District certifies that 13� � (Street Address) Y) n (CRY) has complied with the. requirements of Resolution No. representing �� on_ square feet. School District Representative pplicant) one Number) (Zip Co e) r� ' by payment of $ 'J, %•020 Date ,. Paid by Check Num Bank Number-- j— Paid by Cash If, subsequent to'the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkt (4/92) COUNTY OF BU1`_`E - 1019PARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION !!!/// 7 County Center Drive - Udtille,� alifornia 95965 - Telephone (916) 538-7541 � NO. APPLICATION AND PERMIT 9 4_0 ASSESSOR PARCEL NUMBER 065-050_ ZONING TM5 BUILDING PERMIT :E OWNER LLOYD & CLARA ST LE TELEPHONE 873-4080 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAIONG ADDRESS 1 3 R CA 95954 2188 R 118,152 576 M 10,368 COFP.ANKS AME TELEPHONE 599 C 7,787 448 0 3,136 CONTRACTOR'S MAILING ADDRESS Fireplace 1 A 1,500 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 140,48. LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 783.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 508.95 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1509A PINON Rn MAGAT-TA PERMIT FEE $ 1,334.95 PLUMBING PERMIT Filing Fee 20.00 Each Trap L 2 1 7.00 34.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 LOT NO. SUBDIVISION'SNAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF�F Duplex O Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 5.00 Mobile Home S G W @20.00 TYPE OF WORK New kk Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: 3 BEDROOM PERMIT FEE $ 134.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( III OR LESS ) 200A OR LESS 23.00 93,00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. ) 3.50 FT,Sp. CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BA20 @ 1.0000 Ex. Occu p• ( FIXED AP"S. OR OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 ELE WIR HTR 20.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. X I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 159.75 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating HT PUMP 4 TON 15.00 Cooling UNDERFLR 20.00 Hood 6.50 6,50 Ventilation 2 4.50 9.00 PERMIT FEE $ 70.50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes.CONST, 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date a,z .- q y Signature of pplicant-JI( Owner ❑ Contractor 1:1Agent An OSHA permit is required for excavations over 5"0" deep and demolition or An construction of structures over 3 stories in hei 4EV 7 V Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 T, qE V 1V TOTAL FEES 1, 745.20 I HAZ. �" I D. FE IMP FLOODCDF PA PD HO This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions above for which fees have been By /���/G Date l PERMIT EXPIRES ON /Dote! provisions to do work paid. �CJ / Receipt No. 156274/611.95// 11 3, 166201 WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK•INSPECTO GOLDENROD -APPLICANT I 11 COUNTYOF BUTTE - DEPA'�t /EN ,JM .�TOFDEVELQPMENTSERVICES-BUILDING DIVISION 7COUNTYCENTERDRIVE - OROVILLE; CALIFORNIA95965 -TELEPHONE (916) 538-7541 `PERMIT.-APPLICATION DATA SHEET OWNER �I' �_ ..�.•/"/ /� A. P Off" Proposed Building Use Building Inspector Date i At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: x DATE RECEIVED BY 1. All items have been submitted. .. T...................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans. .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ 5. Hazardous Material Form . .............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... s9-Mobilehome data and ma .tif cturer's installation instructions, 2 sets. ........... Fees•of/fir ............................... ei Impact fees as shown on attached schedule. . 12. California Department of Forestry plan approval/ ee., ► ?. L.�i .-1-4 1 3. Flood elevation letter (100 year flood) palifprnia Engineer. .... . 14. Sanitation and plot plan approval 'r Health Department. . 6 ' 15. City of Chico plumbing permit. ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: �- Contact Land Development.about (A) Improvements (B) Drainage.0� Driveway permit (construction approval required'prior to occupancy)/M462. J60.(}l?DO Preanspedfon reQue 20. Pre -inspection for required. .. to Bu;;a;n9 lnspeaor �COCcJ(N� fi (Date) \ 21. Contractor's license information. (No., Name Style, Classification). 4- !f/.TTE� fid, 22. Certificate of Workmans Compensation Insurance ................ PUY Id190 q 0 9A a4 hY 23. Owner -Builder Verification (Given to owner ,Mail to owner �. F►?.M. A — 0 4. Recorded copy of Agricultural Acknowledgement Statement. ................... 25. Letter of signature authorization . ......................'................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public'road...... 27. Letter of intent on building use . .......................................... 28. Mobilehome utility clearance . ..................: . ...................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed 1 and (B) Parcel meets zoning area and frontage requirements . ............... ! 31. Existing violations/expired permits . ..................................... . Plan check list. ............................... When you issue the permit, process as follows: M@il to owner. Mail to contractor. V Telephone !i73c/o 0 and hold for pickup at 1217 office. Deliver with inspector. Other w °AcreCreation L S i'�� -- Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept Air Pollution Date r Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted pri r to per itis an : (Circle new item not checked above). 1. Index permit for above items No. �� 2. Additional itemsceouired: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above uire ftbpj(one _ mail Co to bey _ Date Plans checked by a tv Date Plans approved by /v Date -tZ 2 Sets of plans on hold in A --File cabi t AP folder / �' Copy - Department of Public Works y p Hol Plan Aluldled Phar Him Amidwd Senl ul B.D. TO: ' Building Department FROM: Environmental Health SUnJECT: Sanitation Clearance v r � Location Plan Approved for: Sewage Disposal Water Supply: PubhC Clearance for bedroom WV\ home. Othcr ,4 1r Hold final for: Final clearance O.K. for: -NOTE: Environmen -\ 1 8/92 lth AP# / Private Well �l t ci"is, Date W COUNTY OF BUTTE — DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DMSION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 — TELEPHONE (9.16) 538-7541 OWNER PROPOSED BUILDING USE Cj VCSCHOOL DISTRICT FEESZD (paid at District Office) ......................... SHERIFF FEES Z&3. (paid at Building Department) Residential..... I x _$ unit amt. Commercial (sgft) x =$ sq.ft. amt. URBAN AREA FEES (paid at Building Department)' Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x =$ sq.ft. amt. RECREATION DISTRICT FEES (paid at District Office) ......................... A.P. DATE oa pZ REC. # DATE REC LM 119 61-6 10 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. 6. SRA FIRE INSPECTION AND PLAN $$89.00. j P P 14 a (paid at Building Department) 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be.paid prior to issuance of the permit., APPLICANT DATE R44M, to � AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 94 — 10 10 BVilding Division FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit.The property described herein is adjacent to land or included F94-010101 1 Rec Fee 9.00 within an area zoned for agricultural purposes, and residents I — - 1 Cash. 9.00 of this property may be subject to inconveniences or Recorded I - discomfort arising from the use of agricultural chemicals, Official 'Records I including, but not limited to herbicides, pesticides, and County -of - I fertilizers; and from the pursuit of agricultural operations Butte I including, but not limited to cultivation, plowing, spraying, Candace J.- Grubbs I pruning, and harvesting which occasionally generate - Recorder .I _ dust,smoke, noise, and odor. Butte County has established ;10 : 01 a m - 7 =Mar - 9 4 I P U BL XX - 2 agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: —0 - State of California County w�{- On �1 4 q befor me, personally appeared � Alf lie/ �s- PROPERTY OWNERS: 1P_ ✓lo1-�'_ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose nameWs/a?ra subscribed to the within instrument and acknowledged to me that he/AtMtey executed the same in his4wF4heir- authorized capacity#es), and that by hisAterAheir signatureXon the instrument, the person(s.L, or the entity upon behalf of which the person'W.. acted, executed the instrument. WITNESS my hand'ann`gfficial seal Signature A.P. # REBECCA ARM0 %FlkA-^ - Notay PdAC — couromla Seal: INW6 COUNN - ---- r . 94-10101 ✓• ,.2, Order No. 41448 P-16877 DESCRIPTION All_ that certain real property situate in the County of Butte, State of California, described as follows: A portion of that certain Placer Mining Claim and premises known as described as the Pactolian Placer Mining Claim and also described as the Southwest quarter of the Southwest quarter of Section 12, Township 23 North, Range 3 East, M.D.B. & M., and more particularly described as follows: BEGINNING at the Southwest corner of said Section 12, thence North 85° 27' 10" East along the Southerly line of said section for a distance of 422.51 feet; thence North 0° 31' 20" West for a distance of 658 feet; thence South 85° 27' 10" West and along the Southerly line of that certain parcel of land described in deed from W. M. Whitlow, et ux, dated May 27, 1959 and recorded June 8, 1959 in Book 1001 of the Official Records of Butte County at page 507, for a distance of 422.51 feet to a point in the Westerly line of said Section; thence South 0° 31' 20" East along said Westerly boundary line of Section 12 for a distance of 658 feet to the point of'beginning. TOGETHER WITH a non-exclusive easement for road and public utility purposes over a strip of land 60 feet in width lying 30 feet each side of the easterly boundary line of the above described parcel and also over the southerly 60 feet of the above described parcel and its projection North 85° 27' 10" East along the section line for 422.51 feet to its intersection with the easterly line of that certain parcel conveyed by deed to W. M. Whitlow, et ux recorded June 8, 1959 in Book 1001 of the Official Records of Butte County at page 508. ALSO TOGETHER WITH a right of way for road and public utility purposes over a 60 foot strip of land as described in an agreement for maintenance of road by instrument recorded May 20, 1964 in Book 1314 at page 610 of the Official Records of Butte County, said 60 foot strip of land described as lying 30 feet on each side of the following described line: BEGINNING at a point on the North line of Section 13, Township 23 North, Range 3 East, M.D.B. & M., which point lies South 85° 27' 10" West (this bearing written as South 850 18' 23" West in road agreement) for 704.21 feet from the Northeast corner of the West one-half of the Northwest quarter of said Section 13; thence South 0° 30' 52" West (this bearing written as South 0° 22' 05" West in road agreement) for 1636.04 feet to the centerline of the Steiffer Road and the point of terminus. EXCEPTING THEREFROM any portion lying within the boundaries of Steiffer Road. EN® OF DOCUMENT RECQRDING REQUESTED BY -BUTTE COUNTY TITLE COMPANY MAIL TAX STATEMENT TO WHEN RECORDED MAIL TO Name I LLOYD H. STEELE & CLARA L. STEELE7 Street 14395 Skyway Address Ma alfa, CA 95954 City & g State L I ORDER NO. ESCROW NO. 49410/P18029MS We herewith cert;(y I" to be a true and correct copy of the original — Butte C unty Title CO. By: SPACE AB VE RECORDER'S USE ONLY GRANT DEED (INDIVIDUAL The undersigned grantor(s) declare(s): THIS IS A CONVEYANCE OF AN EASEMENT FOR ROAD AND PUBLIC UTILITY Documentary transfer tax is $ PURPOSES ONLY AND THE CONSIDERATION AND VALUE IS LESS THAN 100.00. —n—R & T 11911. ( ) Com ted ('1111 1 f d pu on va ue o property conveye , or ( ) Computed on full value less value of liens and encumbrances remaining at time of sale. (XX ) Unincorporated area ( ) City of Tax Parcel No. 065-470-02.7 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, LEON G. CRAMER AND EVONNE K. CRAMER, who are married to each other I hereby GRANT(S) to LLOYD H. STEELE AND CLARA L. STEELE, husband and wife, as joint tenants the following described real property in the unincorporated area County of Butte , State of California: A NON EXCLUSIVE RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE EASTERLY 60 FEET OF THE SOUTHERLY 60 FEET OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED JUNE 15, 1976 IN BOOK 57 OF PARCEL MAPS, AT PAGE 63, OFFICIAL RECORDS OF THE COUNTY OF BUTTE, .STATE OF CALIFORNIA. Said right of way is given for the benefit of the land of the Grantee herein, described in deed January 30, 1992 under Recorder's serial No. 92-003802, records of Butte County, California. Dated March 25, 1994 State of (7-aj Cunty of u,.� O 0— before me, T�'EbzC L1 n- V1) 0 DATE NOTARY PUBLICO personally appeared—Le—o" C^t. �-� akbkFU' �� Fyoy\V\e K `.P a -w it I NAME(S) OF SIGNER(S) O personally known to me - OR - proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) -Is(are subscribed to the within instrument and acknowledged to me that #a/-s-kte/they executed the same in--hisAer/their authorized capacity(ies), and that by h4 -"her -/their RBE=AWC D signature(s) on the instrument the person(s), OONA009M12 or the entity upon behalf of which the person(s) NaftyPd*a—Cd wft acted, exec ted the instrument. BUTTE COUNTY ; Lamm ARt2.1097 itness my nd and%.fficial seal. SIGNATURE OF NOTARY CAPACITY CLAIMED BY SIGNER XINDIVIDUAL(S) ❑ CORPORATE OFFICER(S) TITLE(S) ❑ PARTNER(S) ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ SUBSCRIBING WITNESS ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) . L bLLJ.( L.li 1, G F-21220 065-470-027 A NON EXCLUSIVE RIGHT OF -WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE EASTERLY 60 FEET OF THE SOUTHERLY:r60 FEET OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED JUNE 15, 1976 IN BOOK 57 OF PARCEL MAPS, AT PAGE 63, OFFICIAL RECORDS OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA. CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California OPTIONAL SECTION ,1 CAPACITY CLAIMED BY SIGNER County oflx.il SS. Though statute does not require the Notary to fill in the data below, doing so may prove On 3 - a cf- CIII-1 —.before me, LrCLIi_,invaluable to persons relying on the document. r� OF n1��� r<. y�I�iC ❑ INDIVIDUAL DATE NAME, TITLE OF OFFICER - E.O.,'JANE DOE, NOTARY PU C' personally appeared It- tS S�✓'' JR ORPQRATE OFFICE I )I (—.e ire t )[�+ NAME(S) OF SIGNER(S) TITLE(s) EI LIMITED personally known to me - OR - O proved to me on the basis of satisfactory evidence to be the person(s) PARTNERS) f] GEN RAL whose name(s) is/are subscribed to the within O ATTORNEY-IN-FACT instrument and acknowledged to me that he/ ❑ TRUSTEE(S) ®®m ®®®to ®®®®o ®g ■ ■ e m o o a sa ®� she/they executed the same in his/her/their ❑ GUARDIAN/CONSERVATOR ••V•• ' . CAROLYN E. MEYER la authorized capacity(ies), and that by his/her/ ❑ OTHER: w their signature(s) on instrument the person(s), ® NOTARY PUBLIC -CALIFORNIA in or the entity upon behalf of which theperson(s) ■ • ��' ° " Butte County ttt fo . Xi acted, executed the instrument. ■ Nt; Commission Expires Sept 15,1995 ®slava®©'WIT S my hand and official seal. SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) (This area for official nolarial seal) SIGNATU OF THE NOTARY OPTIONAL SECTION THIS CERTIFICATE MUST BE ATTACHED TO Title or Type of Document THE DOCUMENT DESCRIBED AT RIGHT: Though the data requested here isnot requiredby lawNumber of Pages Date of Document , it could prevent fraudulent reattachment of this form. Signer(s) Other Than Named Above NP -9 (Rev. 1/93) RECORDING REQUESTED BY: . BUTTE COUNTY TITLE COMPANY WHEN RECORDED RETURN TO: LLOYD -H. STEELE & CLARA L. STEELE 14395 Skyway Magalia, CA 95954 We herewith'certity this to be a true and ESCROW NO. 49410/P18029MS cor ect copAy of the original - e County Title Co. AP NO . LOAN NO. ey: - oolo CONSENT TO EASEMENT THE UNDERSIGNED, TRI COUNTIES BANK, a California Banking Corporation AS BENEFICIARY UNDER THAT CERTAIN DEED OF TRUST EXECU7`ED BY LEON G. CRAMER AND EVONNE K. CRAMER, who are married to each other AS TRUSTOR(S) , TO BIDWELL TITLE AND ESCROW COMPANY, a Calif. corporation AS TRUSTEE (S) DATED MAY 7, 19 92 AND RECORDED May 26 19 92 AS RECORDERS SERIAL NO - 92-022879 IN BOOR n/a AT PAGE(S) n/a BUTTE COUNTY OFFICIAL RECORDS, STATE OF CALIFORNIA, DOES HEREBY CONSENT; APPROVE AND ACKNOWLEDGE WITHOUT DEMAND THE CREATION OF THAT CERTAIN EASEMENT RECORDED 19 AS RECORDERS SERIAL NO. BEING FURTHER DESCRIBED ON THE shown below EXHIBIT "A"/ AND AFFECTING BUTTE COUNTY ASSESSORS PARCEL NO 065-470-027 A NON EXCLUSIVE RIGHT OF -WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE EASTERLY 60 FEET OF THE SOUTHERLY:r60 FEET OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED JUNE 15, 1976 IN BOOK 57 OF PARCEL MAPS, AT PAGE 63, OFFICIAL RECORDS OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA. CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California OPTIONAL SECTION ,1 CAPACITY CLAIMED BY SIGNER County oflx.il SS. Though statute does not require the Notary to fill in the data below, doing so may prove On 3 - a cf- CIII-1 —.before me, LrCLIi_,invaluable to persons relying on the document. r� OF n1��� r<. y�I�iC ❑ INDIVIDUAL DATE NAME, TITLE OF OFFICER - E.O.,'JANE DOE, NOTARY PU C' personally appeared It- tS S�✓'' JR ORPQRATE OFFICE I )I (—.e ire t )[�+ NAME(S) OF SIGNER(S) TITLE(s) EI LIMITED personally known to me - OR - O proved to me on the basis of satisfactory evidence to be the person(s) PARTNERS) f] GEN RAL whose name(s) is/are subscribed to the within O ATTORNEY-IN-FACT instrument and acknowledged to me that he/ ❑ TRUSTEE(S) ®®m ®®®to ®®®®o ®g ■ ■ e m o o a sa ®� she/they executed the same in his/her/their ❑ GUARDIAN/CONSERVATOR ••V•• ' . CAROLYN E. MEYER la authorized capacity(ies), and that by his/her/ ❑ OTHER: w their signature(s) on instrument the person(s), ® NOTARY PUBLIC -CALIFORNIA in or the entity upon behalf of which theperson(s) ■ • ��' ° " Butte County ttt fo . Xi acted, executed the instrument. ■ Nt; Commission Expires Sept 15,1995 ®slava®©'WIT S my hand and official seal. SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) (This area for official nolarial seal) SIGNATU OF THE NOTARY OPTIONAL SECTION THIS CERTIFICATE MUST BE ATTACHED TO Title or Type of Document THE DOCUMENT DESCRIBED AT RIGHT: Though the data requested here isnot requiredby lawNumber of Pages Date of Document , it could prevent fraudulent reattachment of this form. Signer(s) Other Than Named Above NP -9 (Rev. 1/93) COUNTY OF BUTTE'- DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive, oroville CA 95965 Phone: 916-538-7541 LLOYD & CLARA STEELE 14395 SKYWAY MAGALIA, CA 95954 RE: BUILDING PERMIT APPLICATION #94-0477 A.P. # 065-050-020 With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm DATE: MARCH 2, 1994 Mobilehome Utilities Installation Sheet Mobilehome Installation Information,Sheet Typical Plan Sheet List of Codes.Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. Flood elevation letter (100 year flood) by California Engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. -Driveway permit.(approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Certificate of Workmans Compensation Insurance. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road: Letter of intent on building use. Mobilehome utility clearance. d XX Documentation of legal access. (SgefC 3/�/97 Documentation of 50a subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Other: Should you have any questions concerning the above, please contact SCOTT RUTHERFORD of this office. MCV:ahb Y rs very tr ly, Micael C. lieira, C.B.O..._ Manager, Building Inspection 8/91 RESIDENTIAL PLAN.CHECKING GUI MISCELLANEOUS ITEMS TO -LOOK OUT FOR Stairway details:' landings, rise and 'run, head clearance, handrails ec. 3306). V Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). terior plaster - weep screeds (Sec. 4706). j Proper roof pitch for roof convering (Chapter 32). of covering type - (fire hazard). �/ Foam insulation - protection. 8'. 36" halls and stairways'. 9---L.iving area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. 1 Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). 1K. Attic access and ventilation (Sec. 3205). 1�. Underfloor access.and ventila 'on (Sec. 2516). ustion air for fuel b ing appliances - L.P.G. requirements. oise requireme lexes. 1r.CDF 'rgy design. �- 1shing at all exterior openings. 1 responsible area requirements. WE7E� 7- _ 0,o QINE" °7 10 -M--&T7 S m -� nI �� ; !S LE�•"i T�I�S►4-GE F=OP- �JoHN �ANDA�L 'moo ��A�c.t. 71ED S 40 wS �vg� L�f J . �! t4 kF _ - _ IZ o rz Lt A�11 /G. 61 C,3�PLE �yyj ei44ticc PL.tJ - W F �� Sri M F r RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # 20f- 77 OWNER STEL LE A. P. # 105 ©5- ZD Plan Checker jeAG. ¢- 7-9¢ GENE/RAL 15ming requirements: (sideyards and number of permitted living units). 2. Valuation. 40r-PF-C_TE9 lans signed by designer. Proper description of work on application. Existing violations on property. ©Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). d notice of violation. PLOT PLAN 1�Complete parcel size and dimensions. A'�Setbacks, sideyards, easements, etc. -3-.---tither buildings or structures. [O.-`� Grading, fills, drainage. 54-`-F-lood hazard. -6 ---Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). -FAU & FAS road setback. wilding or utilities across lot lines (Record form). FLOOR PLAN l� complete to scale plan with dimensions. 2h1.eequired windows for light and ventilation (Sec. 1205). ////Required windows for second exit (Sec. 1204). //Skylights (Chapte'r °34 -&'Sec'. 5207).. 5/�Human impact glass (Sec. 5406). /fired room sizes, ceiling heights (Sec. 1207).,. 7. GFCIs in baths, garage, kitchen, and exterior outlets (Art cle 210=85•. 8---Light:fixtures, switches, receptacles, and exterior receptacles 'for main- ance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or equipment. equipment. k�Garage firewall, door size, and closer (Sec. 503(d)(3)). - '0" exterior exit door (sec. 3304 (f). FISmiroke elace and wood stove location, alcoves, and clearance. detectors (Sec. 1210). 14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 14�Standard bracing or engineered design (Table 25V) 2 — n-asual shape, size; or split level house requiring lateral design. 177-Lterestory requiring balloon framing and/or engineering. ee story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. (� 'Floor construction details complete enough to construct building. 7!levations and wall construction details complete enough to construct building CAq� Roof construction details complete enough to construct building. 9---�repZace construction details and calcs if necessary. after ties or bearing rage beam. � Ga�rage or or porch wader sizes'•f "' �►"� 1 . Stud heights. dobe soils - special foundation design. +detaining walls requiring design. S So-Peeiel spection required. ti ,...' Yhii' 19 102 14: 18 Pi=L E.'Llif- I_r:,;`[ ..�.H�� • • e P.2/3 ANAMNE CIA10 /F it Cerfineateof C6'nfonnance.. Cerflfi e N° -26086. THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products identified below and marked with a collective mark of American Wood Systems (AWS) were man- ufactured in accordance with the specifications indicated below. IDC ANSI Standard A180.1-1883, for Structural Glued Laminated Timber 0 Lloyd Steel 15098 Pinion Rd MagaYia, CA 95954 W Job Name PGL BLOC PRODUCTS i Job Location Customer's Order No. 301-33894 Signature Ce Date 2-23-94 5 1/8" X 18" PROOF LOADED END Company ROSBORO LUMBER CO. Mfgr's Order Na 4439-C TRIe QUALITY CONTROL Address SPRINOPIEL0, ORWON DM 2-23-94 IT IS HEREBY CERTIFIED that the structural glued laminated timber production of the above-named manufacturer which carries a collective mark of Americah Wood Systems (AWS) is subject to regular audit by American Wood Systems, such audit conbisting of the inspection with reasonable frequency of the manufacturing process, with adequate sampling to verify the quality of glulam construction and the adequacy of glue bond. -ti0pP0A,j j SEAL �ASNIN��� AMEncAN wwo 3YSfEMS — A REuK(Eo CORFORAYION Y Michael R. O'Halloran Executive Vice President AMERICAN FIYWOOQ e7,q MANDATORY MEASURES CHECKLIST: RESIDENTIAL Pane 1 MF -1R Project Title.......... LLOYD STEELE Date........ 04/06/94 Project Address........ PINON ROAD --------------------- MAGALIA, CA 95954 | | Documentation Author... ROBERT A. MANGRUM | Building Permit # | Company................ PARADISE MECHANICAL | | Telephone.............. 916-877-8881 | Plan Check / Date | |' | Compliance Method...... MICROPAS4 by Enercomp, Inc. d Check/ Date � Climate Zone........... 11 --------------------- =============================================================================== | MICROPAS4 v4.02 File-2STEELE Wth-CTZ11S92 Program -FORM MF -1R | | User#-MP1342 User -PARADISE MECHANICAL Run -2 STEELE ENHANCED CASE | _______________________________________________________________________________ Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items markedl with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES __________________________ Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. '*150(0: Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). _ *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%° water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances- and ppliancesand gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door ' b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. ` COUNTY of BUrrg BUILDING DEPT � MANDATORY MEASURES CHECKLIST: RESIDA-IAL Vane 2 MF-11-� Project Title.......... LLOYD STEELE Date........ 04/06/94 =============================================================================== 1 MICROPAS4 v4.02 File-2STEELE Wth-CTZ11S92 Prooram-FORM MF -1R ! | User#-MP1342 User -PARADISE MECHANICAL Run -2 STEELE ENHANCED CASE | _______________________________________________________________________________ SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES ______________________________________________________________ Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation ' 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). ` 2. First 5 feet of pipes closest to water heater tank, non recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. � 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. __�`_ *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. ' 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. __�__ 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). __�__ LIGHTING MEASURES ------------------- 150(k): ________________ Design_ Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water clbsetsx and recessed ceiling fixtures IC (insulation cover) approved. ' 1d30 ommins 3J.LnO;10 AM= i ERTIVIC&P OF COMPLIANCE: ASIDENTIAL Page 1 CF -IR Project Title.......... LLOYD STEELE Late........ 01/27/94 Project- Addr-eess........ PINON ROADI ----------------------- MAGAL I A q CA 95954 1 _��J— 0.4-7-7 Documentation Author... ROBERT A. MANGRUM 1 Buildina Perini # ' Company ................ PARADISE MECHANICAL���g� Telephone .............. 916-877-8881 1 'Plan Check / Date 1 1 , CoTpliance Method...... MICROPAS4 5y Enercomp, Inc. 1 Field Check/ Date 1 Climate Zone........... 1:l --=------------------ 1 ISI I CROI`- AS4 v4.02 File-2ST'EELE Wt h -CT Z 1 1 Sri 2 Program -FORM CFQF._______ __ 1 1 User#-MP1=42 User -PARADISE MECHANICAL Run -2 STEELE ENHANCED CASE ------------------------------------- 1 GENERAL INFORMATION Conditioned Floor- Area..... Building Type...........„.. Construction Type ........ Building Front Orientation. Number- of Dwelling Units... Number of Stories .......... Floor'Construction Type,... Component Ir7_ula_:i r Type Attic ------------- Wa7.1 - I ---T R - 19 / Roof f f Door- r- Floor R-0 R 19 / None ff Orientation ------------------- Front Right Front Front Front Front. F::igh•L- Front Front Left Left Lef=t Left Evac k: Back: Back: Back H o r - (S) (SE) (S) (SW) (S) (S) (SE) (S) (SW) (W) (W) (LTJ) (W) (IBJ) (N) (N) (N) r Single Family Detached New Front Facing 180 deg (S) 1 1 Raised Floor CPacl:: tie E) / BUILDING SHELL INSULATION ------------------------- Assembly U -Value Location/Comments 0.065 None 0.025 Attic 0.33P TO CARPORT 0. p:77 RAISED 0.029 2 �; al u e 14.0 510 7. 5 490 25. G 0. 490 7.5 1.49(1 S. 60 49 j 7. 5 'fi . 490 510 7.50).490 4. 5 Q. 510 1 ., 5 417 510 17.50. 510 17. 5 53. 4 ,y. 510 17.5 1.510 FEr�ES-rR�7I onl # or Interior Pan- Shading/ es Description 15U Exterior Shading ater-ior- Shading Over- hang/Fr-am:ing Fins Type Yes Vinyl Yes Vinyl. Yes Vinyl Yes Vinyl Yes Wood Yes Vinyl Yes Vinyl Yes Vinyl Yes _ Vinyl. None Vinyl None Vinyl None Vinyl None Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl None Metal None None 2 None j� � N n � W 2 None `”" 2 None DO None r'}trS i d'f Cia F .._ 2 P.li.7n bion; Norn__ � R N i [z None `I�%nc 2 None None 2 Nonce None 2 None None 2 None None 2 None None 2 None None 2 None None 2 None None 2 None None 2 None None Over- hang/Fr-am:ing Fins Type Yes Vinyl Yes Vinyl. Yes Vinyl Yes Vinyl Yes Wood Yes Vinyl Yes Vinyl Yes Vinyl Yes _ Vinyl. None Vinyl None Vinyl None Vinyl None Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl None Metal CAT•IFICRTE OF !;OMPLIALICEo PESIDENTIAL - Page 2 CF -1R 1='ro.:iect Title ......... , LLOYD S"I"L•CLE---------__________� _ Date—,...- 01/27/?4, M I CROF= AS4 v4.02 File STEELE W't h -C 1 L .l ! J9.='- Program -FORM arn-FOF:M CF -1 k: ; . User- •-I' P 1.?4 User -PARADISE MECHANICAL Run-? STEELE ENHANCED CASE. - -- -- --- ------ ----- ------------------------------------------- of ---------------•---------------------- - or Interior Over-- Ar_eU- Pan"•- Shading/ Exterior, hang/ Framing Orientation �. Value es Description Shading Fins ------------------•- -- •-- _.- -- -- ---•------------•---•--- '---------=- Skylight Hor z & _ ,�r, 650 2 None None -None Metal - Skylight Horn Q' Q-4,0 0.150 2 Nine None' None Metal. Skylight Hurd GA' �-�'� i, 650 2' None None None Metal THERMAL MASS M Area Thickness Type Eposed (9-F, (in) Locat ion/ Comments Interiur"Vert Yes 1S4 1.c,� k�:ITCHEN/DATHS. InteriorF-orz ny6s 1i)' a.0 KITCHEN/BATHS HVAC"SYSTEi~'IS Mipimum DuctDuct Therrr_joStat Ec7uipment. Type �E Ticiency Location R• -value Type ----- -- ----- -- -' = =_ - ---------------------- HPPack:age 7.30 HSF'Crawlspac� R-4..? Setback HPPackAge - 11.00 S- R Lraaalsp' e R-4:2,Setback WATER HEATING SYSTEMS ------------- . Number- Tank: External i.n Ern gy Size Insulation• TanE_:_Type- Heater -Type Distribution Type System fFG•rc_Lor (gal)- R -value _ - -CMNI----------- ------1- -Storagc Eiectr :.ec_overvt 1 S9 EF ��E[i rC'-1 ' `.. SPECIAL FEATURES/REAARKS -------•------------------ WATER HEATER; AO SMITH EES -40-911 OR EQUAL. ; HVAC-. CARRIER'50YX040-? . CERT'IFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... LLOYD STEELE Date........ 01/27/94 | MICROPAS4 v4.02 File-2STEELE Wth7CTZ11$92 Program-FORMCF-1R | � User#-MP1342 User -PARADISE MECHANICAL Run -2 STEELE ENHANCED CASE* | _________________________________________________________________________ COMPLIANCE STATEMENT ____________________ This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations -to implement them. This certificate has been signed by the individual with overall 'design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. Name�... Company. Address. Phone... License. Signed.. Name.... Title.'. Agency.. Phone... DESIGNER or OWNER ENFORCEMENT AGENCY Signed.. (date) DOCUMENTATION AUTHOR Name.... ROBERT A.-MANGRUM Company. PARADISE MECHANICAL' Address. 5796 CLARK RD. SUITE 16 ' PARADISE, CA 95969 Phone... 916-877-8881 Signed.. �^ � ce1y1P-u-r E- : METHOD- SUMMARY F'ac7e 1 C-�R ------------------- __=______ ----------- Project Title.......... LLOYD STEELS Date ......... 01/227/19-4 Project Address........ PINON 1=:GAD-_------------------..._._..__.. 11AGALIA, Cly 9595,4 DOC: Wmentat ion AUr ho . , . ROBERT A. i"IANGRUNI I Liu i l di ng F'erni i t :1.1- C (-j m 13 a n y liCompany................ PARADISE MECHANICAL_ __ Telephone ......... . .... 16--E 77-SS81 . ; Plan.Check: / Date Compliance Method...... MICROF'AS4 by Enercomp, Inc. 1 Field Check:/ Date Climate Zone......,,,.. 11 --------------------- 1 I'1ICROF'AS4 v4.�_t'.' File-'yS'('EELE Wth-CTZ'1'1S9,2 Program -FORM C -?R User I11='a.?4 ' User-PAR(24DISE 1"1ECHANICAI-_ Run" STEELE ENHANCED CfISE ----------------------..------ M I CROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Camp'l :iance - _ ( .,Btu/sf-.yr) Design Design Margin - Space Heating ........ , . 14 e JJ 10. bC - 3. 93 _ = Space Cool:inq........., 13. 54 7.97 J.J� _ - Water Heat:ing....,...„. 11. 5 .16.94 -15.6 _ Building complies � with 'CompUter- \J J Per for-fTlal"1Ce C GENEFRAL INFORMATION -------------------- Conditioned Floor Area. e BUild:ing Type .............. Cor-lstruction Type. ......... Building Front Orientation. NUmbei- Oi Dwelling Units... 1\1Umber- .af EiUi l.ding Stories. Wea�thlF:;r Data Type.. „ ....., . . Floor Construction Type.... Number 'of- L-fuilding Zones... Conditioned VOIUme......... 1=ootprint Area.............. Ground Fluor- Area......... S1=-�b-Ort-Grade Area .......... Glaz:inq Percentage......... Average Ceiling Height..... 2138 sf Single Family Detached 1\1 e W Frons: Facing 1e0 deg (S) 1 1 Reclucec_I''r'ear Raised Floor - 1 1824C► c GS sr 1. 2. 6 % of FA 8.3 ft (.Package E) COMPUTER ME'T HOD . jIJP' MARY Page .2 C --2R Project Title.......... LLOYD STEELE Date...... , ..-01/27•/94 ISI I.CROPAS4 v4.02 F i 1 e-23TEELE Wt h -CT Z I 1 S92 Program -FORM C -2R ------ Use r#-lY P 1 _ 42 User -PARADISE MECHANICAL Run --2 STEELE ENHANCED CASE -------------------------------------------------------------------------------------------- BUILDING ZONE INFORMATION OPAQUE SURFACES Floor # of Vent Special Solar- Area Volume Dwell. Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units :it:ioned Type (ft) (sf) HOUSE -HOUSE --- ------------ ------ --------- Residence 2188 18240 1.00 Yes Setback: 2.0 n/a OPAQUE SURFACES Area Area U- Insul Act Solar- Form .= Location/ Surface value R-vai Azm Tilt Gains Reference Comments -HOUSE --- ------------ ----------------- I Wall 07 0.065 R-19 ISC') 90 Yes W. 19. ^X6. i6 ' 2 Wall -- 0.065 fit:• -19 135 90 Yes W.19.2X6.16 _ Wall -- 0.065 R-14 CCC 90 Yes W.19.2X6.16 4 Wall 321 0.065 R-19' 270 90 Yeas W.:19. 2X6.1 6 5 Wall :58 0.065 R-19 0 90 Yes W. 19.2X6. 16 6 Wall 3=2 0.065 R--19 go 90 Yes W. 19.2X6. 16 7 Roof 1719 0.025 R--38 0 0 Yes R.38.2X4.24 Attic 6 Roof 470 0.025 R-33 180 18 Yes R.38.2X4.24 Attic 9 Door- 20 0.330 R--0 90 90 Yes None TO CARPORT 10 Floor- 2188 0.037 R-19 0 0 No FC. 19..E X8. 16 RAISED 11 Roo+ 17 0.029 R-•-08 90 90 Yes R- 18. 2X 12. 16 12 Roof 37 0.029.k -3S 270 90 Yes F:.18. 2X 1.2.16 FENESTRATION SURFACES _ # of --------- ------------ Vent SC, SC Interior - Area Pan- Fraise Open U_ Act Glass Int Shading/ Surface (SK es Type Type value Azm Tl•t Only Shade Description HOUSE _ --- ---- ---- ----------_.--_. 1. Window 14.0 _. Vinyl Slider 0.510 180 90 0.88 0.78 None 2 Window 715 2 Vinyl. Fixed 0..490 135 90 0.88 0.78 None - Window 25.0 2 Vinyl r=ixed 0.490 180 90 0.88 0.78 None 4 Window 7.5 2 Vinyl Fixed 0.490 225 90 0.88 0.78 None 5 D(::)or 2o.(;) 2 Wood Hinged 0.650 180 0 0.88 0.78 None 6 Window 8.6 2 Vinyl Fixed 0.490 100 90 0.88 0.78 None 7 Window 7.5 2 Vinyl Fixed 0.490 115 90 0.88 0.78 None 8 Window 25.0 2 Vinyl. Slider 0. 510 180 90 0.88 0.78 None 9 Window 7.5 2 Vinyl Fixed 0.490 225 90 0.88 0.78 None 10 Window 4.5 2 Vinyl Slider 0. 510 270 90 0.88 0.78 None 11 Window 4.5 2 Vinyl Slider- 0.510 270 90 0.88 0.78 None 12 Window 4.5 2 Vinyl Slider 0.510 270 90 0.88.0.78 None 11 Window 17.5 2 Vinyl Slider 0. 510 270 90 *0.88 0.78 None 14 Window 17.5 2 Vinyl Slider- 0.510 0 90 0.88 0.78 None 15 Window 17.5 2 Vinyl Slider 0.510 0 90 0.88 0.78 None 16 Window 53.4 2 Vinyl Slider 0. 510 0 Uri 0.88 0.78 None 17 Window 17.5 2 Vinyl Slider- 0.510 0 90 0.88 0.78 None 18 Skylight 4.0 2 Metal Fixed 0.650 180 0 0.88 1.00 None -19 Skylight 4.0 2 Metal. Fixed 0.650 180 0 0.88 1.00 None COMPUTER METHOD .SUMMARY Page = C -2R Project Title .......... LLOYD STEELE Date... ........ 01/27/9.4 M I CROPAS.4 v4.02 F i 1 e-^STEELE W•t h -C T` 1 1 S'9 -P r-og r -ah -FORM C -2F:=___-__-__ User#-MP1:=42 User -PARADISE MECHANICAL Run -2 STEELE ENHANCED CASE ---------------------------------------------------------------------------------- FENESTfR:ATION SURFACES OVc.l'::I-Ii=iNGS AND SIDE FINS rlir'ii(TI um # or i I . Vent ------Overhang ----- --- Left Fin----- SC Sc Inter-ior- Efficiency Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description 20 Skylight' 4.0 2 Metal Fixed 0.650 180 0 0.88 1.00 ----------- None 21. Sk:yl fight . 4.0 2 Metal Fixed 0.650 130 0 0.88 1.00 None OVc.l'::I-Ii=iNGS AND SIDE FINS HVAC SYSTEMS rlir'ii(TI um Duct . ..---Window-- ------Overhang ----- --- Left Fin----- ---Right 'r=in_-- R -value Efficiency Area ------------- --------------------- ----------- Left Rght 7.30 HSP1= Crawlspace R-4.2 0.830 HPPackage 12.00 SEER .Surface (sf) Hghl Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE ---- ---- ----- ---- ---- ---- '1 Window 14.0 3.5 4.0 0.0 0.00 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 7.5 5.0 1.5 2.0 0.00 n/a n%a n/a n/a n/a n/a n/a n/a 3 Window .25.0 5.0 5.0 1..0 0.00 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 7.5 5.0 1.5 ;?. 0 0.00 0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Door 20.0 6.67 '3.0 9. 0 0. 00 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 8.6 4.8 1.8 9.0 0.00 n/a n/a n/a n/a n/a Na n/a n/a 7 Window 7. r 5.a 1.5 .,_. 0 V00 n/a n/a n/a n/a n/a n/a, n/a n/a 8 Window 25„0 5.0 5.0 1.0 0.00 n/a n/a n/a n/a n/a n/a n/a n/a Window 7;5 5. 0 1.5 2 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 17.5 3.5 5.0 3.0 0.00 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 17.5 3.5 1.0 3.0 0.00 n/a n/a n/a n/a n/a n/a n/a n/a 1.6 Window 53.4 6.67 8.0 3.0 0.00 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 17.5 ._.5 5.0 l ,-.0 0.00 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat ------------- Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE_ ------------------- ------------------ 1 Inter-iorVert 184 1.0 24.0 0.67 R-0.0 KITCHEN/BATHS 2 InteriorHor••'z 10._' 1.0 24.0 0.67 R-0.0' KITCHEN/BATHS .. HVAC SYSTEMS rlir'ii(TI um Duct . Duct ' Duct System Type ---------------- Efficiency Location R -value Efficiency HOUSE ------------- --------------------- ----------- HPPack:age 7.30 HSP1= Crawlspace R-4.2 0.830 HPPackage 12.00 SEER Crawlspace R--•4.2 0.86C) COMPUTER METHOD -SUMMARY Page 4 C - 2R Project Title.......... LLOYD STEELE Date... 01/27/0:I ISIICROPAS4 v4-02 File- STEELE Wth-CTZ11S92. Program -FORM C-21;: ; User #-MP 1342 User -PARADISE MECHANICAL Run STEELE ENHANCED CASE ; WATER HEATING SYSTEMS Number- Tank: External in Energy Size Insulation Tana:: Type Heater Type Distribution Type System Factor- (gal) R -value ---------------- ------ ----------•- 1 Storage Electric HotWaterRecovery 1 0.89 40 R-12 SPECIAL FEATURES/REMARKS ------------------------ WATER HEATER:i� AO SMITH EES -4-91= Or: EQUAL. HVACo CARRIER 50YX648-:: 1. r HVAC SIZING Page 1 HVAC Project Title.......... LLOYD STEELE Date. . 01/'7/94 Project Address........ PINION ROAD ' ------------------:__-- MAGALIA, CA 95954 Documentation Author... ROBERT A. MANGRUM ; Building_ Permit # ; Company ................PARADISE MECHANICAL Telephone .............. 916-877-8881 Plan Check: / Date Compliance Method...... MICROPAS4 by Enercomp, Ince ; Field Check/.Date Climate Zone............ 1. 1 1411 CROPAS4 v4.02 F i i .ZSTEELE Wt h -CT Z 1 1592 Program -HVAC SIZING ; 1 User-##-MP1342 ' User -PARADISE MECHANLCAL Run -2 STEELE ENHANCED CASE. \ --------------------------------- GENERAL INFORMATION Floor- Area ............. 2188 sf Volume ..................... 18240 cf Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ PARADISE Latitude.... ............. 39.3 degrees Winter Outside Design. .. .. . 30 F Winter Inside Desi.gn....... /0 F Summer Outside Design...... 99 F Summer Inside Design ....... 79 F Summer Range. . . . . . . . . . . . . 34F F interior Shading Used...... Yes Shading Used ExteriorExteriorceding U���d...... Yes Overhang Shading Used...... Yes Latent Load Fr'ac'tion.... ; .. 0.30 HEATING AND COOLING LOAD SUMMARY Sec?rts7.l::ri.i= Load...................... 28 167 19207 Latent Load ...................... n/a 5762 Minimum Total Load 28067 24969 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air- flow reauirc_ments, outdoor design temperatures, coil sizing, availability of equipment, over -sizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider- all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar ...... 9=69 415' Glazing Conduction......... . ,...... 5771 3030 Glazing Solar........................ n/a 5880 Infiltration ..................... 10375 3130 Internal Gain.................... n/a 2100 y915 Ducts . . . . . . . . . . . . .. . . . . . . 1; . . . . . . .?rJJ_ 52 . Sec?rts7.l::ri.i= Load...................... 28 167 19207 Latent Load ...................... n/a 5762 Minimum Total Load 28067 24969 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air- flow reauirc_ments, outdoor design temperatures, coil sizing, availability of equipment, over -sizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider- all factors when selecting the HVAC equipment. Mc)r� . I �IA„Z1, �t-Fnc•rtJn . ��'U�t tt•18 40,000 IWO 409000 11-10 409000 1l -i o 82,000 E•P- r:FrCY % VOC(I-oto 22 c�-rn rc:c;POO zz� -65 210 1' C� AO"/• �t-Fnc•rtJn . ��'U�t tt•18 40,000 IWO 409000 11-10 409000 1l -i o 82,000 E•P- r:FrCY % r•-rc rO,'IT Nox .62 79"/e $149 No . .66 AO"/• $-140 YF,r, A2 fto"/" $140 Yr:9 .61 7R"/e171 NC) C -au .7a1 rrC,( az,l '11-1A 40,OOd .82 7q^/e $140 No rc;CCa- tSO 724 n�18 An�nOh .A6 qU"/e n-1 A AA,000 .8a AI►"/" 1t 1411 Yr-. n r«Cxt14� Yrs •10 02�o00 ' ' .�3 ' 7A"/e171 rcaxll-��i _ No 7y4 K.7 : 3A,b0�l, j►,.� .89 hOX11•-60 214 3e�Ob0 �� .88 74% �-A 0,000 .d3 7d% �1A6 Y1=s rrrt•3n 794 $171 Yrg rr311-40 z2� -1 EI nA,b00 .42 79% Fr;rt-5q224 12-10 3A,Opn .8� ° t 1�1 Yr_n Z 24 �,,� 8 , 79 /e NSA X148 yFn 1'C;It-y5 �p7 �dgt1, �6d 7A"/s 3148 r V n-1 p0 Ci 20x R-1 F 70,1 nU -- rSc;11_10 2;1 NIA No r�c;t �"� e ndtl � 1-•40 774-y .IIA AA 000 1 a9 Yr_" r-n�a11-nn , x7� R -A .a� y0"�� � Ia8 r"'�9 - 7R 7.yA �A,OtlO 83 • 70% Y1=i, ' �17�1 r�10 -100 -224 11 -lo N/A ..__ N/AYK�; Koo ...-♦ telt) rrA-40 `. N/A No 27f)� 42 OQ rr�-Rn n -o t .oz 7q^i^ •�i�lo rvol a_ -stn y�z . 41,(100 • :.:.BU 70.% � No r.VSF.-Ro 72Z n-16 42,000 .00 Ao^i• $151 No r1)V-Anr z t A �t-10 43,000 .og An% rr)V-SOT 216 1A,00n .86 70'/ s 400000 .68 70% $18¢ No rNo ►:!l-aoT 01 G Fi;, a-18 48ddw ' ST -34 01,'1 •� 1i-16 .R9 8A�1-"/s ��101 f lzrn-4o A 1.7 460ow ,AA Afl F% N//1 n•1d . 48DOW ,A� 9h ��c�r = Nin ��1U9 NIA WINDOW T110 L CO nVEM CLn OVEn IlAiih-cOAT TWE DEFAULT CLIUCLA CLnXLn - Anaml IlAnD-COAT LOW -E LOWSVALUE-- AnGON HORIZONTAL SLIDEn CLEM 69 LOW -9 .64 54 .50 SINGLE HUNG CLEAA.ei LOW -9.61 43 .50 rictune WINDOW CLFA.53. LOW -1.80 .61 .42. .38 AWNING CLEM.68 LOW -1.61 .59 .57. .451 CASEMENT CLEAA , go LOW 1,61 9 52 .49 a; ca RADIUS CLEM.33 LOW -1.50 .52 .43 .39 SLIDINO GLASS otion LOW -1.58 NA .68 NA SKYLIGHT CLEMAS LOW -1.90 AA .60 NA . p I. v. tit A Of SACRAMENTO INC: 4119 N. rREMAY nI.VD., SACRnA1rNro, CALir. 95A34 . (916) 92.9.5499 July 7, 1993 v;� l LY,I�1«(;'�'F,S"A"f;n/�S1N><tJLA't'>✓1) R?r:SULTS QUALITY BUILDING PRODUCTS TIIROUGII LEADING DEALERS -SERIES O.A. GAS LOW -E SIZE AA SIZE BB c' 8100- .750 NO NOW x,51 51 8150 750 YES NO __) S ,48 .750 NO YES ,40. 40 .750 YES YES :17 .36 . 8300 .750 NO NO`51,5 .51 .750 YES NO ;49 .48 .750 NO YES .40 ,40 .750 YES YES .37 .36 8600- ,750 NU NO _.._.___. 49 8650- ,750 YES NO .� .49 8800 .750 NO YES .37 ,47 .37 ,750 YES YES .33 .33 V)ooftt 8500 .750 NO NO 52 .750 YES NO Ag .49 .750 NO YES .40 4" .760 YES YES .37 .40 36 9700 1.00 NO NO .46 1.00 YES NO .44 .47 -.45 1.00 NO YES .38 1.00 YES YES .36 .38 35 AA = RESIDENTIAL CONSTRUCTION BB = COMMERCIAL CONSTRUCTION _ SOG o 1— tG�G.o QUALITY BUILDING PRODUCTS TIIROUGII LEADING DEALERS s. Model number nomenclature. 50YX 024 3 Model Number- 50YX umber V -Ph -VIZ 50YX —High Efficiency 3 — 208/230-1.60 Single -Package. Heat Pumps Nominal Capacity 018 —1 1/2 Tons 024 —2Tonb + 030 — 2 1/2 Tons 036 - 3 Tons 042 =- 3 112 Tons 048 — 4 Tons 060 — 6 Tons "1 ARi' ' capacities - COOLING AND HEATING CAPACITIES AND EFFICIENCIES UNIT NOMINAL STANDARD NET COOLING' SOUND RATINGSt NET HEATING* AT 17 F (Btuh) 50YX TONS CFM CAPACITIES SEER' . CAPACITIES COP 7.6 12,000 AT 95 F (Bluh) 7.0 AT 47 F (Btuh) AT 47 018 1 Yx 600 18,500 12.0 17,200 3.0 024 2- 900 24,800 12.0 21,500 3.0 030 2Jh 1100 31,000 12.1 29,000 3.1 036 f 3 1300 35,800 12.0 34,000 3.0 042 3'/x 1400 .. 41,500 12.0 38,600 3.2 v 048 4. 1600 48,500 12.0 46.000 a ". •' .. „ , `LEGEND ARIA,..ter. Bels . — Sarund Level1 1 bel t 10 decibelddrallon s) COP — Coefficient of performance DOE — Department of Energy HSPF — Heating Seasonal Performance Factor SEER — Seasonal Energy Efficiency Ratio 76. ::�;4:: ,. ..C1. . 4 F _ NET HEATING' CAPACITIES COP AT HSPF SOUND RATINGSt AT 17 F (Btuh) 17 F (Bels) 9,300 1.8 7.0 7.6 12,000 1.8. 7.0 _ 7.ir_ -8.0 19,000 1.9 7.0 8.0 21,500 2.0 7.0 --8,.-2- .227,000 7- 2 .0 2.0 7.3-- --8,p 'Rated In accordance with ARI Standard 210/240-89 and/or U.S. Gov.- ernment DOE test procedures. tRaled In accordance with ARI Standard 270.84. e not Ratings fan aL Ratings are rbased vonucooling standard: 80 F db. 67 Feffects of Uwbl Indoor entering -air temperature and 95 F db outdoor entering -air temperature. "' 3