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047-510-017
oil - '7 77" 047-51-0-017 00-0926 4111 ,. RUPP, DENNIS & MARION h G�2^^ROCK CREEK RD., CHICO CONT: LARRY BANKS, NEW SINGLE FAMILY, 047-51-0-017 00-1317 RUPP, DENNIS'00�"Z� lg-jz-oo //ZROCK CREEK' RD., CHICO CONTR: OWNER / t` DETACHED GARAGE �lQy�in {n 047-510-017 05.0540 RUPP, DENNIS 112 ROCK CREEK RD, CHICO • Cont OWNER COVERED PATIO NOTES f i 1 ' RESIDENTIAL x047 -510-017T 05-0540 ;PERMIT NO. _ RUPP, DENNIS (: 112 ROCK CREEK RD, CHICO + Cont: OWNER COVERED PATIO 1 r; u } + f JOB FINALED (Date) e—. 1S_ 05 i. Signature 'L. 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY J=OK 0 = Not OK Not . = able Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG , 7. Well Clearance & Disconnect 8. Utility Clearance •8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. Date Card B-1 Date Card B-1 Date 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 •8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy MISCELLANEOUS Date DECP2fRS' ARPORTS, GARAGES (Plans) OK except #'s o equirements-Setbacks-Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors 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 Date Ext.; Steps -Doors -Landings Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Setbacks -Easements 2. 1. Zoning Requirements -Setbacks -Easements Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. 2. Footings; Size -Spacing -Marriage Line Elec.; Pool Lighting; 15 Volts-GFI 6. 3. Blocking Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. 4. Gas; MH Test -Demand -Valve Health Department Approval 10. 5. Electricity; MH Test 11. Light Niche 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECP2fRS' ARPORTS, GARAGES (Plans) OK except #'s o equirements-Setbacks-Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors 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 11. Ext.; Steps -Doors -Landings 1?. Braced Wall P44s. DateCard Date B- Date Card B-1 Card -1 Date Card B-1 Date 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, Distance-GFI 5. 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 -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = NotOK Applicable = Not Applicable RESIDENTIAL (Single & Duplex) . = Not Ready r Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" 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/0 -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-Vents-Crippies Date r� i j 4$/Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 15. Access & Ventilation 16. Insulation 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Date 52. Card B-1 Date Card B-1 Date 53. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 17. Water Htr.; Vent -Access -Combustion Air Baffle Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 18. Water Pipe; Test & Anchor -Nail Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 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 23. Fire Sprinkler; Test Brace Interior/Exterior Wall Panels 62. Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection FINAL (Plans) OK except #'s 25. Elec. Receptacles Spacing -Lights & Switches at Doors Ext. Steps -Door & Sidelight Protection -Landings 26. Size Boxes & No. of Conductors Stapled Smoke Detector 27. Romex Installed Close to Edge of Studs & C.J. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Bedroom Exiting 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI G.F.I. & Bath Fixtures & Tub Access -Spa 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Elec. Trim & Subpanel, Breaker Sizes & Labels 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes O No Stairs & Rails 32. Service -Riser Conductors & Ground Main Disconnect Fireplace or Stove, Clearance -Hearth 33. Equip. Clearances Panels-Motors-Mech. Equip. Elec. Outlets at Wood Panel, Int. & Ext. 34. Clothes Closet Light -Shower Light -Spa Light Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 35. Smoke Detector Elec. Outlets & Receptacles at Kit. Counter 75. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 78. 36. A.C. Ducts Insulation & Support 79. 37. Vent Fan, Exhaust above insulation 80. 38. Condensate Drain & Overflow, Size & Grade 81. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 82. 40. Attic Access & Platform if Furnace in Attic Date Clearance Looked under Floor O Yes Card B-1 Date Card B-1 Date Following Instid./Drive ❑ Yes O No/Walks ❑ Yes O No/Planters O Yes 0 No Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date r� i j 4$/Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. 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 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instid./Drive ❑ Yes O No/Walks ❑ Yes O No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive * 0roville,6A, 9 (530) 538-7541 CORRECTION NOTICE I OWNER PERmrr NO.— A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for pection when correction of work is completed. If you have any qu ons pertaining is matter, or need additional explanation, please contact the Buildi nspecto indi ed ow. r'y� /oNZ--le BCH z 71 A Date qllo'Zlll'5� Inspector )2tL L,,2!-ta h// REV 2/05 Phone #- P.v BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP050540 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (630) 538-7541 - LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed 'under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 04/11/2005 APN: 047-510-017-000 the Business and Professions Code, and my license Is in full force and effect. License Class: License Number: Site Address: 112 ROCK CREEK RD CHI Date: Contractor: Map Index: Description: COVER OVER EXISTING DECK p 'OWNER -BUILDER DECLARATION 1 hereby affirm under penally of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: RUPP DENNIS M & MARIANE CB DVA permit to construct, alter, Improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of 112 ROCK CREEK RD the Contractor's Stale License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95973-9054 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than rive hundred dollars (8500).): 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 (Sec. 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: RUPP DENNIS M & MARIAN E CB DVA such work himself or herself or through his or her own employees, provided that such Improvements are not Intended or offered for sale. If however, the building or improvements are sold within one 112 ROCK CREEK RD year of completion, the owner -builder will have the burden of CHICO, CA proving that he or she did not build or Improve for the purpose of 95973-9054 sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' Slate License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Slate License Law.). Contractor: O I am Exem t under Article 3 of the Business and Profess ns Code Date: 0 Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -Insure for License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. O 1 have and will maintain workers' compensation Insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation Engineer: Insurance carrier and policy number are: Carrier: - arrier:olicyrf 0 cv Total Square Ft: 252 S.F. I certify that in the performance of the work for which this permit Is Valuation: $4,032.00 issued, I shall not employ any person In any manner so as to Census Code: become subject to the workers' compensation laws of California, to the C and agree that if I should become subject workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. C.. Dale: Appllc / �/K2 WARNING: Failure• to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars (8100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permltXherebylssue r the ppiicable pfovlsions of the Butte County Code and/or I hereby affirm that there Is a construction lending agency for the Resolull s to do w r�C-indlc ed abov fpr vyhi ees have been paid. _ L�_ the for which this Is Issued (Sec 3097 Clv.)"� '�`'7 �.T�i performance of work permit By: Date: Name: PERMIT EXPIRES ON: -! Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code Is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. hereby that I have read this application, that the' above Information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to.comply with I certify all county and slate laws relating to building construction. I acknowledge it Is unlawful to alter the substance of 8ny official form or document of Butte County. I hereby authorize representatives of Butte County to enter yon the above mentioned property for inspection p rposes. Priht.Name: uG }�I k_7 .n Signature: Date: Owner ❑ Contractor ❑ Agent for Owner O Agent for Contractor R r Riiildinn Permit 01-16-04 oo 1 BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP050540 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 [f. C. DuiwniN rCmm v i- -. VH � LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 04/11/2005 APN: 047-510-017-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 112 ROCK CREEK RD CHI Date: Contractor: Map Index: Description: COVER OVER EXISTING DECK OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the . Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: RUPP DENNIS M & MARIAN E CB DVA permit to construct, alter, Improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of 112 ROCK CREEK RD the Contractor's Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO CA she is exempt therefrom and the basis for the alleged exemption. Any 95973-9054 violation of Section 7031.5 by any applicant for a• permit subjects the applicant to a civil penalty of not more than rive hundred dollars ($500).): 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: RUPP DENNIS M & MARIAN E CB DVA such work himself or herself or through his or her own employees, provided that such Improvements are not Intended or offered for 112 ROCK CREEK RD sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of CHICO, CA proving that he or she did not build or improve for the purpose of 95973-9054 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Stale License Law.). Contractor: ❑ I am Exam t under Article 3 of the Business and Profess ns Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -Insure for License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. ❑ I have and will maintain workers' compensation Insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation Engineer: Insurance carrier and policy number are: Carrier: POIIcyB Total Square Ft: 252 S.F. I certify that in the performance of the work for which this permit Is Valuation: $4,032.00 issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, Census Code: c" 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�.-1 / Date: WARNING: Fallure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, Interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit ereby Issue n rthe�icabLe pfovlslons of the Butte County Code and/or I hereby affirm that there Is a construction lending agency for the Is Issued 3097 Ch Resoluti s to do w rk ndlc ed abovvyhi ees have been paid. L •� performance of the work for which this permit (Sec By. Date: Name: C/-' H -0 PERMIT EXPIRES ON: -- Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19627.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly.authorized agent of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge it Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives ofCounty to enter yon theabove mentioned property for inspections /Butte Priht.Name: �Y% L (.(✓�L/) Signature: O S IJ Date: Owner ❑ Contractor ElAgent for Owner ❑Agent for Contractor [f. C. DuiwniN rCmm v i- -. VH � BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONC OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.netldds "PLEASE PRINT CLEARLY" OWNER Last me Fame Address C� City . C Sta e� S— Ph Fa Email (�—/77 17127. JirK) APPLICANT NAME CONTRACTOR Name City / 1 \Address ,, ^~ t ', ��73 city–, " ` " ' L .1k, State Zip Phone Type Const. WV I Fax E-mail Map Book Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City / 1 Address ��73 City Fax State Zip Phone Type Const. WV I Fax E-mail Map Book State License Number APPLICANT NAME Name uvz Address l/2 City / 1 S t ��73 Phone��/l�y�- ��,L d / Fax E-mail �ST� APPLICANT SIGNATURE X For office use only: AP#D ,/7_ Zoning Flood Zone SRA Ye No Occ.'R LENDING AGENCY Type Const. WV I Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BIN N13 LOCATION AP#D ,/7_ Propert Address ss • treet WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 Description or Scope of Work: YQ r ,P xw Is z Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which. a permit has not been issued will expire one year after .the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST -FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received byco Amount: Bldg SRA Receipt #: Sheriff y� SMIP /S/D Other vaiV. ��� (alW - Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. q' Fl ❑ 10. Letter of intent for non-residential buildings. Aq L ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-B.UILDING..DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER KI/Z 7: aZd r r - Proposed Building Use: Jit � / n Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ,:P-- 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! (` ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form er 15. Sanitation and site plan approval from the Environmental Health Department in.(A Chico ❑ Oroville, as applicable. 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as shown on the attached Schedule of Fees Due Shee. A er 22. City of Chico Plumbing permit...................................................................":.. ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... _.7 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... M ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... :P 31. Owner -Builder Verification (liven to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement. ** ... * .... * ....... tatement...................... ❑ 34. Manufactured home utility clearance.:.: ........................................................... ❑ '35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone ��T-9� - t �� /C -6,61 /a , C, and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant:t7% . , ^�5 Date: _ 1. Index permit application for the above items nuVbe e 2. Additional items required Plan Check Letter Contractor, designjt,2jw;n;ej>as advised of the above data by Vphone, ❑ mail, ❑ counter, byA -7 Q5 Date: -17- L 6% V. Contractor, designer, w er, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed b . \ Date: Plans approved by: Date Structural revie ed by: a Date: Structural approve y: Date: Note transfer' -We W Date: D Yellow: Building Division ymiL mess, TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. V E ONLY Plot Pian Ansthod C Floor Plan A ;�%ad sent to BR�CL.I.�0"� i�--- VV Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well - Clearance for dwelling. Other REir-dla, OVA'% Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES �/ OWNERj? A.P. # O T?—I/0 0 PROPROSED BUILDING USE DATE C / RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per trait)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) , 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. t '. Amt. 10. OTHER//7? l Li 26 09 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 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 Division Yellow -Applicant Pink -Owner (rev. 2/2003) ^ ``..�-._•,r�,,•+-^,. F., . ! _ `tir`..-+'y... �1-'"'Y'!#.'.�....�^+mow-..•-,-,�Y..r....;�.fF"...n:. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF, FEES OWNER PROPROSED BUILDING USE 1. BUILDING PERMIT FEES %/1 --- Balance Due ..................... $ IU , bo Additional Fees Due........... $ --- Revised Plan Checking Fee S 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ cUnits A.P. # 0 7 DATE RECEIPT # DATE REC. c/2606/ Commercial (sq. fig.)..... X $0.03 = $ _ Sq.Ftg: 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. t . Amt. 10. OTHER E//77 4 W2606 1 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 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 Division Yellow -Applicant Pink -Owner (rev. 2/2003) 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid_ at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone Zone X =$ # Units Amt. (sq. ftg.) ......... X/.Commercial %%J�JSq. tg. Amt. lO.OTHER�� � G/r o f At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 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 Division Yellow -Applicant Pink -Owner (rev. 2/2003) icy+�.liN1�".r4.�i3'���+.,.+^�{T. �-..fit ..eTr ni w�ray.s�89�9 ,' `FT�,�PM�.'� � :.��-�►�'w+*w",V� n�a y;. � 'at r,. Y.f+�+ °5. •47.f f: fW`1'� .. .A•n rN,�. ♦ Cj'N 4 �y.y..� b. "1 �t 44.. W � T;'f.... COUNTY OF BUTTE ' DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVIIELE, CA 95965 TELEPHONE (530)538-7541 SCHEDULEOF RECEIPT OF FEES OWNER A.P. # / T / �'✓ PROPROSED BUILDING USE DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES, ' --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES -(paid at School District Office) (form available after Plan Check) . 3. SHERIFF FEES (paid at Building Division) g Residential............ X $360.00 =$ :Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ ' # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid_ at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone Zone X =$ # Units Amt. (sq. ftg.) ......... X/.Commercial %%J�JSq. tg. Amt. lO.OTHER�� � G/r o f At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 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 Division Yellow -Applicant Pink -Owner (rev. 2/2003) U p�pPRTMENT �a 6uTTF, 0 \ e o Ac�UN�yS C,71cic WOF� Department .0 o u n t J. Michael Crump, Director ®f Public o f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538.7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 1 ACRFJ Project Description: Qty! 6 Gave r Project Location and/or Parcel Number: AO� 0,//7" SIO r,Ql tZ By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre -or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to .apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: G Title: Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program . Revised 5/24/04 F ONW;$ E.R.' $ �1 ERIFICTION 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 delay in processing and issuing your building permit. No building permit will be issued until this verification is received. Ff 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES[ NO [ ]. 2. I HAVE ['-<,]HAVE NOT [ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: /J')a cia ADDRESS: PHONE: -5 3V - kCONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: I _? - _�x Y_- D S NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department ©f Development Services ADMINISTRATION' BUILDING' GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile 04 W X VIVO PW 1.00 01 011111ANNIffif I MINOR-, MIN Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" 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 liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than- your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government 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. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact 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 contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. C. Vieiri, C.B.O. Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Butte County Department of -Development Services 0 %03 0 7 County Center Drive o o Oroville, CA 95965 o d^sv o , , (530) 538-7601 Telephone (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge- • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building_plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name 1.'w 5 4 to 4vtr 1 Ce V�) 01 I-f%h //L APN: O `17- Si U P / 7 7 Building site address: %%Z JKD 1 k C'YL-e Id- Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: 1'- SIGNATURE OF APPLICANT DATE Copy to Applicant/EH/File K:Forms/BidgPennitwithoutClearances 020705 NOTES RESIDENTIAL 047-51-0-017 00-1317 PERMIT NO. I RUPP DENNIS - 122 ROCK CREEK RD., CHICO CONTR: OWNER DETACHED GARAGE ' 1 f � , } • �J RESIDENTIAL 047-51-0-017 00-1317 PERMIT NO. I RUPP DENNIS - 122 ROCK CREEK RD., CHICO CONTR: OWNER DETACHED GARAGE SPECIAL CONDITIONS CHECKED BY _lZ SRA FLOOD CERTIFICATE REQ. �FE SPRINKLERS REQ. CIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER l4 -it ' %I,dC P3trn 0 ll�_D t �f r JOB FINALED (Datd Signature 11"Zfz 0 f � • �J SPECIAL CONDITIONS CHECKED BY _lZ SRA FLOOD CERTIFICATE REQ. �FE SPRINKLERS REQ. CIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER l4 -it ' %I,dC P3trn 0 ll�_D t �f r JOB FINALED (Datd Signature 11"Zfz 0 .i = OK „ - DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 0 = Not OK 1.Z56bin0equirements-Setbacks-Easements = Not Applicable . MOBILE HOMES ' = Not Ready. J Date ' MOBILE HOMIE UTILITIOSS (Plans) OK except #'s o 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /' Nat. or / /"L"ft./ /'LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date` Card B-1 Date Card B-1 Date 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 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1.Z56bin0equirements-Setbacks-Easements J otings; Soils -Size -Depth -Spacing -Connectors -Steel o Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. C rts; Windows -Doors -If- Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date n Card B-1 Date Card B-1 Date Card B-1 f 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 5. 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 V = OK 0 = Not OK - = Not Applicable eadRESIDENTIAL = Not Ready Ready (; Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" 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-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 94. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s Date 17. Water Htr.; Vent -Access -Combustion Air Baffle Comments at Final: 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 70. Fireplace or Stove, Clearance -Hearth Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 73. 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2,<pliance Circuits in Kitchen & Conductor Size GFI R DU �W. Subfeed Wire Size / �Z/ ga. Cu o A .C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -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 Date "J -u/ Card B-1 Date Card B-1 Date Card B-1 I Date Card B-1 Date 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 Date Card B-1 Date Card B-1 Date Card B -t Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMIN&(Continged) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill 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 93. Energy Compliance Certificate -Other Certificates Date 94. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Date 63. Ext. Steps -Door & Sidelight Protection -Landings Date 64. Smoke Detector Comments at Final: 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 & Subpanel, 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.)-Romer. Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive :1 Yes ] NoMalks J Yes J No/Planters 0 Yes 7 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: 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 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. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, 'sz please contact this office immediately. t0061<'�cd" aL F -YC- ?X/f 71ow �Q �f r. j�:3 � A ' '.LIr_rJ r TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION CERTIFICATE OF BOLTING INSPECTION DATE: 09/08/00 PROJECT: Rupp Residence A.P. No. 047-510-017 CLIENT: Dennis Rupp 3 Brittany Lane Chico, CA 95926 Bolt Size Req'd Tension (in dia) (lbs) Test Torque (ft -lbs) Turn of the Nut (turn past snug) Impact Test (sec) %" 12,000 90 DESCRIPTION OF WORK Arrived at job at 0730 hrs. to perform special inspection of high strength bolting at the Garage Structure. Before testing the bolts we verified that the materials used in this assembly were in conformance with the requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. The bolts used in this stricture are %" diameter A325 grade high strength bolts Nvith hardened steel washers beneath hardened steel nuts. We were not present during the installation of the high strength bolts or the tensioning of joints. The Delayed Verification Inspection procedure was performed per Section 9(c) of the RCSC Specifications. A torque wrench was used to provide a tension not less than five percent in excess of the minimum tension specified in Table 4 of the RCSC Specifications. The inspecting wrench was then applied to 10 percent of the bolts in the structure, but not less than 2 bolts selected randomly at each connection. If any bolt fails at each connection, then all bolts within that connection were tested. Each bolt assembly was installed and tightened by the contractor prior to testing. There were a total of 90 bolts in the structure, 15 bolts were tested using the above mentioned procedure. Based on the above mentioned procedure, it is ourjudgment that all A325 high strength bolts installed in the structure have been properly tensioned in accordance with the RCSC Specifications for Structural Joints contained in the AISC Manual for Steel Constriction. M. rogan Inspector v Charles41z ".-.619,'-PE C-038692 Exp. 3131101 Staff Engineer 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS. MATERIALS ENGINEERING TESTING AND INSPECTION CERTIFICATE OF BOLTING INSPECTION DATE: 09/08/00 CLIENT: Dennis Rupp 3 Brittany Lane Chico, CA 9926 PROJECT: Rupp Residence A.P. No. 047-510-017 Bolt Size (in dia) Req'd Tension (Ibs) Test Torque (ft -lbs) Turn of the Nut (turn past snug) Impact Test (sec) ''/Z" 12,000 90 DESCRIPTION OF WORK Arrived at job at 0730 hrs. to perform special inspection of high strength bolting at the Garage Structure. 9 Before testing the bolts we verified that the materials used in this assembly were in conformance with the requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. The bolts used in this structure are ''/2" diameter A325 grade high strength bolts with hardened steel washers beneath hardened steel nuts. We were not present during the installation of the high strength bolts or the tensioning of joints. The Delayed Verification Inspection procedure was performed per Section 9(c) of the RCSC Specifications. A torque wrench was used to provide a tension not less than five percent in excess of the minimum tension specified in Table 4 of the RCSC Specifications. The inspecting wrench was then applied to 10 percent of the bolts in the structure, but not less than 2 bolts selected randomly at each connection. If any bolt fails at each connection, then all bolts within that connection were tested. Each bolt assembly was installed and tightened by the contractor prior to testing. There were a total of 90 bolts in the structure, 15 bolts were tested using the above mentioned procedure. Based on the above mentioned procedure, it is our judgment that all A325 high strength bolts installed in the structure have been properly tensioned in accordance with the RCSC Specifications for Structural Joints contained in the AISC Manual for Steel Construction. 9 rn M.16rogan Charles - s, E Inspector C-038692 Exp. 3/31/01 Staff Engineer 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 -�, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive o Oroville, California 95965 • Telephone (530) 538-7541��` 1PERMIT No. (Rev. 12196) APPLICATION AND PERMIT/- ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNETELEPHONE `TENNIS RUPP 895-1849 SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS AT ITT111 CONTRA OR�%UTANY (3A 95 926 > > TELEPHONE OWNER CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER jEF.ireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 995-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $1-46-95 BUILDIN��QQRE,�sOCKCREEK RDCHICOA 73 L L j( . , , C 959 Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 1 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE 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 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DETACHED GARAGE 30 X 40 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W 1@20.00 PERMIT FEE $ ELECTRICAL PERMIT I Filing Fee 20.00 600VOR LESS Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License La for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reasonA9 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( g ACC. BLDs, SO 3.5QF NEW RES DT MULTI -OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FDRURES BPL @ I.50 NS Ex. Occup. ourLEEDTSARL.16.OE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S nn WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply v�ifh those provisions. f/Jof X Date G - f a --n [7 Signature of Applicant -Owher ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction�a of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Coolin Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ U co T.T�� Iv TOTAL FEE $ 453.25 HAZ. D. FEES IMP FLOOD .-___, "— CDF i PARC PD HD SUE This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date .0 PERMIT EXPIRES ON 6 Date ReceiptNo. 294823 $453.25 1 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT II ' W'"fT4Vf"1 _, %%VTfr^KPr_'vW,,9 -vr %K'7'fjij V"Vk: +e}+'new+.,warµ ,+�F'si+r►.y aF'9.ver•tce�'4tM•9�`yy �XiK,• ^�►%i''1+"% i i�s,;;,,,,;,;� s'" TN 1 Ulm LINTY OBI� nTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 C tt� • CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: l/ T,M'' ASSESSOR PARC ER: © 14'7 td Proposed Building Use: ElD Building Inspector: Date: At time of permit application, I was a4. !ised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ .All items have been submitted .------------------------------------------------------------------------------------ `,a Plot plans, 3/4 sets, signed by the preparer of plans.---------------------------------=-------------------------- e❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- Engineered plang�,3/4 sets, with wet signature on plans. All engineering must be shown on plans.--------- 115. ----;-- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ----------------- ❑ 6. Energy Design Compliance and supporting documentation.------------------------------------------------------ 117. ----------------------------------------------------❑7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------=------------------ ❑ 8. Hazardous Material Form. ------ ----------------------------------------------------------------- El 9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fs of $ ------------------------------------------------------------------------------------- ❑ 1 . Impact fees as shown on the attached schedule. ----------------------------------------------------------------- 2. California Department of Forestry plan approval/fees.----------------- =----------------------- � 133 Flood elevation certificate. --------------t------------------------------------------------------------------------ 44. Sanitation andP PP lana lot rova P C� G aealth Department. ------------------------------------------- Ell 5. ------------------------------------------ ❑15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. --------------------------------------------------------- { 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 11) - -------------------------------------- 024. Letter of signature authorization.-------------------------------------------------------------------------------- � r ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑ 27. Manufactured Home utility cle4ance- ------------------------------------------'--------------------------------- ❑ 28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29�, 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- 1v (Date) E130. Other:------ ;Wheyou issue the pecmi , r s s follows ❑ Mail to owner, ❑Mai tmontractor. 1 e elephone �J and hold for pickup atG 0 office. ❑ Deliver with inspector. v 2F t//.EW 7%/0 a A# / r'M Applicant: G2 4�Date: G ' /o% 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: Index permit application for the 2. Additional items required: /jq,Mt O Contractor, designer, owner, was advised of the above kquired 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, ❑ Buildin Divisio counter, by Date: Plans reviewed by: Date: Plans approved by:Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY PIot,I to Attachid, Floor Plan Attached Sant to B.O. 2��� /zz �2��k C►rne,� /1d• �t7-s/o - 0�7 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well X Clearance for dwettirrg. Other ecZ.4 Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 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 opporhmity .to avoid .. unnecessary delay in processing and issuing your building permit. No budding permit will ..: be issued until this verification is received. 1.1 I personally plan to provide the major labor and materials for construction of the . `. proposed property improvement : YESW NO[ Z." I HAVE[xJ HAVE NOT[ _ ) signed an: application for--a;buil&' permit for the ..;:. Proposed work... . 3. I have contracted with the following person (firm).- to provide, the 'proposed construction: NAME: ""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: CONTRACTOR'S LICENSE NO. .I will provide some of the work but I have contracted (hired) the following fehons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: S"O � CURT $rE$7 /57- DATE: SDATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 1993 2.26 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 -builder" 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 liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own wor with, the exception of various. trades that you plan to subcontract, you should be aware of the folloMn ormatiohi o our benefit and protection: 0 If you employ or othe engage any perso other than your immediate family, and the work (including materials and other co ) is $300 "or more or the entire project, and such persons are not licensed as contractors or subcontractors, Oen you may , an employer. 0 If you are an employer, y u nuis the State and Federal Governments as an employer and you. are subject to several obligations�tcla g state and federal income tax withholding, federal social security taxes, workers compensation insurance;.disability.insur ance costs, and unemployment'compensation contributions. 0 There may be.financial risks .for"you if you do not. carry out these obligations, "and these risks are especially serious with respect to worker's compensation insurance. . 0 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 "ownerbuilder" 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 ov)i 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 be issued until the verification is returned Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This 0%,,mer-Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 s: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION' 7 County Center Drive - Oroviller California, 95965 - Telephone (530) 538-7541 PERIWT (Rea1%f96) APPLICATION AND PERMIT - A14 -IKY 0 4 7 � S� � .� ©! `7 _' BUILDING PERMIT F"jjV N t S yz U PP �"ONt SO. FT. OCC. BUILDING VALUATION 12, T 7 Alidc tl � c [-i OOrrTRACTO IW! Q ^ ) N G0NT CTOR7 MQUM ADOMU o0W W&;crM u=1" Fireplace uroErs --M ADORE Total Valuation = AACWICT OR VOLNEH1 Meal NO. Flln Fee fi 20 Permit Feei O� a A ARc11rocr ow a0e6Me %VJUPp Ayre Plan Checking Fee i ) wLa"011WN= Inc C PDQpa Energy Plan Checking Fee i I 1— C -i -4i v �� 73 PERMIT FEE _ .3 LOT NCL susmagm WA9 PARCEL YAP PLUL48ING PERMIT Fling Fee 20. USEOFSTRUCTURE SF O Duplex O Mobilehome O Other Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water hunter or vent 15.00 TYPE OF WORK New O Addition O Remodel O Util7ties O Installation O Otter O Describe Work: Gas piping "tam 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20 Main Service sos00YOA o0R psi 23.00 j — --- — -- Main Service 200A TO 1000A 46.00 NEW COPT,owaLw oCS. *FL App"!, a ACC. RDt. 3.SCR. Li ' ror«RE9io. 'YUunovnzrBRAWN CIRCUIT'S @7.50 POWER AP'►AA1T1A a SNOLZ OufLET CdR EX. OCCV wnzr on mcruRE, d2* a r.�p Ex. Occup. own bio. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20 Heating Cooling Hood 6.50 Ventilation PERMIT FEE I f Mobile Home Installation Fee $ Energy Inspection Fee I = occ cora". LAr%t TOT 'L FEE $ Z4S� 7 -7-0. :EE31 iY► P1000 COP ►N PO I This permit is hereby issued under the applicable provis of the Butte County Code end/or Resolutions to do v indicated above for which fees have been paid. By Date r . PERMIT EXPIRES ON — PRC -ECT PROCESSING RF -CORD APPLICANT: OWNER: PERMIT #: A. P. #: WORK DESCRIPTION: DATE C� 90 DFSCREMON OF STEP R.u l f) Off. c --xc � ue -Se �1/1 -Q�> -j-mc, . f UU r tt.0 2ii1- �U ICLS to 0 Chander P. Nangia P.E. 7423 Hollow Ridge Dr. Houston, TX 77095 P/Fax (281) 859-1421 Mr. Dennis Rupp 3 Brittany Lane Chico, CA 95926 Ref: Simpson Steel Bldg. Job# 00-1144 / B 985 Dear Sir: This is to certify that, Ihave reviewed and certify that the metal building and foundation will perform sati oil index rating of 20 (refer UBC Table 18-1-B Expansive Soil) oQ�pF SS/D�Ir - — ------ - - - -- - 001 � _ 0ACIr COUNIWF BUTTE - DEPARTMENT OF DEVELOP M EIMERVICES OWNER'S STATEMENT OF USE'- DETACHED ACCESSORY BUILDING PN: ONE: BUILDING PMT. # D �7-5/0D 17 �^ 137 OWNER: aJ e Yl Y1 i S N Yl'1Q r I a PHONE: S 3D - �'! S7, (kLI % MAIL ADDRESS: t^ ,1 -CL 71LC-e) SITE ADDRESS: i ' lD CI', ly-e •C J'S'_ Ed- . 0_ h L C !1- 2. U'73 PROPOSED USE: A5 a q ay-a,q -e- To r 0 (e 2 k e L i,Q. PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION 0) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? 2. Is the structure already built, under construction, or under notice of code violation? 3. Will items produced in this building be offered for sale? 4. Will the public have access to this building? 5. Will any advertising, on or off site, be associated with the use of this building? 6. Will this building be occupied at any time as a sleeping quarters? 7. Will this building be occupied at any time as an eating area? 8. Will this building be occupied at any time as a cooking area? 9. Will this building be occupied at any time as a living area? SITE CONDITIONS: Yes: IC No: No: Yes: _`' No: Yes: Yes: No: V Yes: No: ?l Yes: No: �C Yes: No: -� Yes: No: 18. Yes: No: No: Yes: No: What type of floor covering will the building have? '11 D n -t✓ 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No: No: 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: 1r No: Yes: 12. Do you plan to add a driveway or modify existing access to a county maintained. road? Yes: No: X 13. Will the proposed structure encroach within any recorded easement? Yes: No: 17. CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: �S 15. Will this building be heated or cooled? Yes: No: 16. Will this building have a water closeUtoilet? Yes: No: 41 17. Will this building have a sink? Yes: No: 18. Will this building have a water heater? Yes: No: 19. What type of floor covering will the building have? '11 D n -t✓ 20. What type of wall covering will the building have? n Z) V- -2 • - • ADDITIONAL INFORMATION: I hearby affirm under penalty of perjury the above infromation is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. OWNiRt SIGNATURE DATE OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: COMMENTS: DATE: PON REVIEW RESPONSE IORM riff -order to expedite the review•of your plans, please complete the following, information and return this form with your re -submittal. -'If �- this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid.response. Please indicate your response to each item and the location where the information can be found on the planstcalcs. _ - ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PUNS_ OWNERS NAME DATE: Der) ✓I i S 4 May^(,q /-3 ASSESSORS PARCEL NUMBER PERMIT NUMBER P D V7- 51 D - D 60 -J- 131'7 RESPONSE FOR PLAN CHECK LETTER DATED: , Z. 1) PLAN CHECK ITEM # RESPONSE BY: S I CC LOCATION ON PLANS/CALCS: COMMENTS: O MENTS: e_j+k _ P, -OM L'Y'CL.W�tr- C�, .e DVI %- /D, DZ> '2>4 -CL J-1 NO PLAN CHECK ITEM # Po, 4 T— z RESPONSE BY: C_P+. e,r0_;w �d , c �) F LOCATION ON PLANS/CALCS: O MENTS: e_j+k _ P, -OM L'Y'CL.W�tr- C�, .e DVI %- /D, DZ> '2>4 -CL J-1 \,a I I I colog)bu. .1,n be o ca+X-A- c1 S a O e _A" Froyn reG — p -(Q i^ PLAN CHECK ITEM # PQ, Y'}. �^ _ 11 I RESPONSE BY: � CLN �2 @ rVl V �V`D rt ✓n.2n.�-A�'1 ea C �1-h -Ck;t ccs LOCATION ON PLANS/CALCS: COMMENTS: \-Q Y'4L A CLn a- 0 O Y 2 p ec,�-( o r) D4-� ate }a, C k -t_ cL G - e- � w S e 4- -1 S a� (� - i to A LrL �. I e f+ -e c Grt -r0 --OD P N CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: Via, T Oma- old , �. PLAN CHECK ITEM # TION ON PLANS/CALCS: July 6, 2000 Dennis Rupp 3 Brittany lane Chico, CA 95926 0 Department of Development Services Building Division 7 County Center Drive 0rov111e, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 047-510-017 Building Permit Number: 00-1317 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: /Provide a stamped, wet -signed letter from your engineer of record for your garage structure. This letter is to state that he has seen the soil index test, indicating a rating of 20 and that he has designed the building accordingly. Per the State Responsibility Area requirements from the fire department, this parcel has a 30 foot side and rear yard setback. Please revise your plot plan to reflect this requirement. New location will again require approval from the Chico office of Environmental Health. Fill out and return the enclosed detached accessory building form. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from. your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1 1. Sanitation and plot plan approval from the Chico office of Environmental Health. Sincerely, Martha Whitney Plans Examiner LOCATION I 60 STEEL FRAME JOB NUMBER DD - 44 Y PARTS LIST BLDG. SIZ_. Pg l O f DATE J - -20 -o 0 GA\/F CTDI ITC 71 1 C QTY MARK QTY MARK DESCRIPTION LENGTH DOUBLE PITCH SPECIAL/STD 14 4- ES -1 8 x 5 x 14 8x21/2x 16 14 12 Z P-3 ES -2 8 x 5 x 14 14 12 Z P-4 8x21/2x 16 ES -3 8 x 5 x 14 Z P-5 8x21/2x 16 14 12 ES -4 8 x 5 *-x 14 8x21/2x 16 14 12 Z G-6 ES -5 8 x 5 x 14 G-7 ES -6 1 8 x 5 x 14 71 1 C QTY MARK DESCRIPTION LENGTH NP PATTERN CO -1 �Z P-1 8x21/2x 6 14 12 P-2 8x21/2x 16 14 12 Z P-3 8x21/2x 16 14 12 Z P-4 8x21/2x 16 14 12 Z P-5 8x21/2x 16 14 12 Z P-6 8x21/2x 16 14 12 Z LENGTH 2 I - / I/Z_ PATTERN A QTY MARK DESCRIPTION LENGTH NP PATTERN CO -1 PATTERN A G-1 8 x 2 1/2 x 6 14 12 C Z 3-/ Q% U -/-O X G iii .-, Z G-3 8 x 2 1/2 x 66D 14 12 Z 4- S 2 G-4 8x21/2x � 14 12 C Z � -11 /A- 2 G-5 8 x 2 1/2 x 14 12 (t) Z 2 G-6 8 x 2 1/2 x 6 14 12 Z - g G-7 8 x 2 1/2 x 16 14 12 C Z G-8 8 x 2 1/2 x 16 14 12 C Z G-9 8 x 2 1/2 x 16 14 12 C Z G-10 8x21/2x 16 14 12 C Z G-11 8x21/2x 16 14 12 C Z G-12 8 x 2 1/2 x 16 14 12 C Z G-13 8x21/2x 16 14 12 C Z G-14 8x21/2x 16 14 12 C Z G-15 8 x 2 1/2 x 16 14 12 C Z G-16 8x21/2x 16 14 12 C Z G-17 8x21/2x 16 14 12 C Z G-18 8 x 2 1/2 x 16 14 12 C Z G-19 8x21/2x 16 14 12 C Z LOCATION at < �C� STEEL FRAME JOB NUMBER 00 ' < 144 - PARTS LIST BLDG. SI7..E0 X•�O X % Z pip f 5 : DATE , IAMBS QTY MARK DESCRIPTION LENGTH NP LENGTH NP PATTERN G C) J-1 8x21/2x16 14 C H-2 8 x 2 1 /216 14 C- O 2 J-2 8 x 21/2 6 14 C- 7j OC3 8 1/8 X 2 X 16 J-3 8 x 2 1/2 x 6 14 C_ C-6 H-5 8 x 2 1/2 x 16 14 C J-4 8x21/2x1 14 C 8 x 2 1/2 x 16 14 C X J-5 8 x 2 1 /2 x 16 14 C X J-6 8 x 2 1/2 x 16 14 C -7134- X 1-4-1 HEADERS QTY MARK DESCRIPTION LENGTH NP PATTERN G 4 X 2 X 16 H-1 8 x 2 1/2 x 16 1*4 C FB X -{p / Q- (o V H-2 8 x 2 1 /216 14 C- O X 14--(03/ OC213 H-3 8 x 2 1/2 x 16 14 C 8 X 3 1/2 X 12C OC3 8 1/8 X 2 X 16 H-4 8 x 2 1/2 x 16 14 C 18 1/8 X 2 X 16 X C-6 H-5 8 x 2 1/2 x 16 14 C X BC -8 8 1/8 X 2 X 16 4- B-1 H-6 8 x 2 1/2 x 16 14 C X Z B-2 ANGLE/FLANGE BRACES QTY MARK DESCRIPTION LENGTH C) GABA 4 X 2 X 16 20-0 k FB 4X2X16 -{p QTY MARK DESCRIPTION QTY I MARK DESCRIPTION LENGTH NOTES OC1 81/8X2X16 X OC2 8 1/8 X 2 X 16C / Q- (o V X OC2A 8 1/8 X 2 X 16C 8X31/2X12C 14--(03/ OC213 8 1/8 X-2 X 16C C-4 8 X 3 1/2 X 12C OC3 8 1/8 X 2 X 16 C-5 OC4 18 1/8 X 2 X 16 X QTY MARK DESCRIPTION QTY MARK DESCRIPTION LENGTH NOTES 8X31/2X12C BC -1 8 1/8 X 2 X 16 X 2- C-2 BC -2 8 1/8 X 2 X 16 / Q- (o V X BC -3 8 1/8 X 2 X 16 8X31/2X12C 14--(03/ X BC -4 8 1/8 X 2 X 16. C-4 8 X 3 1/2 X 12C BC -5 8 1/8 X 2 X 16 C-5 8 X 3 1/2 X 12C BC -6 8 1/8 X 2 X 16 X C-6 BC -7 8 1/8 X 2 X 16 X BC -8 8 1/8 X 2 X 16 4- B-1 10 X 3 1/2 X 12C QTY MARK DESCRIPTION LENGTH PATTERN CO -1 SPECIAL PUNCT 14 C-1 8X31/2X12C V4 X 2- C-2 8 X 3 1/2 X 12C / Q- (o V X Z C-3 8X31/2X12C 14--(03/ X C-4 8 X 3 1/2 X 12C X C-5 8 X 3 1/2 X 12C X C-6 8 X 3 1/2 X 12C X QTY MARK DESCRIPTION LENGTH PATTERN CO -1 SPECIAL PUNC 4- B-1 10 X 3 1/2 X 12C -- Z %Z X Z B-2 10X31/2X12C X X 2 S-1 6 X 2 1/2 X 16C -7134- X 1-4-1 S-2 6 X 2 1/2 X 16C - (o X 1-4-1 Z S-3 6 X 2 1/2 X 16C 14--7> %z X 1-4-1 LOCATION C_G� �, �- STEEL FRAME )OB NUMBER 00-1 14¢ PARTS LIST BLDG. SIZE �� X I Z pg 4 of --5- DATE -� QTY PROFILE LENGTH NOTES COLOR R 10-8 1 26 RIDGECAP QTY GAUGE PROFILE LENGTH COLOR PITCH 14- 1 26 R 2:6 V. 3'12 QTY DESCRIPTION PLATED COLOR cp IMPAX 45 NO WASHER X 5/16" �p #12 X 1 TEK W/WASH ER v, # 12 X 1 TEK W/WASH ER .. 4030 H.S. INSUL BRONZE S , Spv--p 3070 G DOOR #12 X 1 TEK W/WASH ER 4030 HORIZ. SLIDER ALUM. 6070 M DOOR 27 #14 X 7/8 LAP W/WASH ER t 2S' # 14 X 7/8 LAP W/WASH ER S . S►4nJ17 2 # 14 X 7/8 LAP W/WASH ER 6030 HORIZ. SLIDER BRONZE ODD POP RIVET 6030 H.S. INSUL. ALUM 70 A307 BOLT 1/2 X 1 1/4 W/NUT AND WASHER qv A325 HARDENED BOLT 1/2 X 1 1/4 W/NUT AND WASHER 1-7 MASTIC TAPE 3/8" X 45' ROLL QTY. PROFILE INSIDE OUTSIDE 2 R X R 5/16" X C'ARI F RRACING- NOTES TRUSS FRAME STRUCTURAL SCREWS ROOF WALL LINER QTY. LENGTH DIA. COMP. ASSY. QTY 1/4" 3070 M DOOR 5/16" ROOF WALL TRIM TRIM QTY DESCRIPTION QTY DESCRIPTION 3070 M DOOR 4030 H.S. INSUL. ALUM. 3070 M DOOR, INSUL 4030 H.S. INSUL BRONZE 3070 G DOOR 4030 HORIZ. SLIDER ALUM. 6070 M DOOR 4030 HORIZ SLIDER BRONZE 6030 HORIZ. SLIDER ALUM. 3030 HORIZ. SLIDER ALUM. 6030 HORIZ. SLIDER BRONZE 3030 HORIZ. SLIDER BRONZE 6030 H.S. INSUL. ALUM 3030 H.S. INSUL. ALUM. 6030 H.S. INSUL BRONZE 3030 H.S. INSUL. BRONZE 1-0X7-0 SLIMLINE WDW BRONZE 3040 H.S. INSUL. ALUM. 2-0X7-0 SLIMLINE WDW BRONZE 3040 H.S. INSUL. BRONZE CIRCULAR VENT LOCATIONL -�! �_; -64 BLDG. SIZE '-' 0 6,40 L Z TRIS PARTS LIST pg 5. of 5 )OB NUMBER Co -1144 DATE S '-3 D -00 rL- I OIL- FL -18D ,QTY. PART NO. DESCRIPTION LENGTH COLOR PITCH GUTTER ENDS FL -16 RAKE TRIM (R PANEL) 10-1 S %E/•) Ii 12 10-1 FL -1 61 RAKE TRIM (R PANEL) FL -42 FL -31A 4_ FI_ -16A RAKE ENDS FL -31 D DOWNSPOUT W/45" ELBOW FL -16B PEAK BOX W/ SIGN DOWNSPOUT W/45" ELBOW 14-0 FL -'.6C CORNER BOX 20-0 FL -31 FL -19 EAVE TRIM 10-1 DOWNSPOUT ELBOW FL -19A EAVE TRIM 20-3 rL- I OIL- FL -18D %JU I I LR GUTTER 20-3 FL -18A GUTTER ENDS FLA BE GUTTER STRAP 10-1 FL -31F DOWNSPOUT STRAP FL -42 FL -31A DOWNSPOUT W/45" ELBOW 10-1 FL -31 D DOWNSPOUT W/45" ELBOW 12-0 FL -31 E DOWNSPOUT W/45" ELBOW 14-0 FL -31G DOWNSPOUT W/45" ELBOW 20-0 FL -31 DOWNSPOUT STRAIGHT 10-1 FL -32 (45') DOWNSPOUT ELBOW FL -32 (90") DOWNSPOUT ELBOW HIGH SIDE CORNER BOX FLA 1 CORNER TRIM 10-1 FLA 1 A CORNER TRIM 12-0 FLA 1 B CORNER TRIM 14-0 Z- FL -22 JAMB TRIM 'R' PANEL 7-3 q- FL -23A JAMB TRIM 'R' PANEL 10-3 FL -23B IAMB TRIM 'R' PANEL 12-3 FL -23C IAMB TRIM 'R' PANEL 14-2 FL -24 HEAD TRIM ALL PANELS 3-6 FL -25 HEAD TRIM ALL PANELS 7-1 FL -26A HEAD TRIM ALL PANELS 10-3 FL -26B HEAD TRIM ALL PANELS 12-3 FL -26C HEAD TRIM ALL PANELS 14-2 FL -26D HEAD TRIM ALL PANELS 16-2 FL -530 BASE TRIM 10-2 FL -27 2X2 OUTSIDE ANGLE 10-1 FL -28 2X2 INSIDE ANGLE 10-1 in -i FL -30 3X3 INSIDE ANGLE 10-1 FL -41 INSIDE CORNER 'M' PANEL 10-1 FL -42 INSIDE CORNER 'R' PANEL 10-1 FL -49A 'R' PANEL TRANSITION 10-1 FL -17 HIGH SIDE EAVE 10-1 FL -17A HIGH SIDE EAVE 20-3 FL -16E HIGH SIDE CORNER BOX FL -20 IAMB TRIM 'M' PANEL 7-3 FL -21 A JAMB TRIM 'M' PANEL 10-3 FL -21 B JAMB TRIM 'M' PANEL 12-3 FL -21C SF -1 SF -2 SF -3 IAMB TRIM 'M' PANEL WAINSCOT SOFFIT CAP SPECIAL HEAD 14-2 20-0 20-0 20-0 ®' 2 1 2 516 6: , 12 21 2 1 12 112, TRIM/CLIP PARTS LIST NAME` -N S �y�� JOB NUMBER ADDRESS' - - - DATE CITY STATE ZIP CODE 'DELIVERY DATE CORNER COLUMN BASE CLIP ENDWALL PEAK CLIP ENDWALL PEAK CLIP GUSSET PLATE 2 CORNER COLUMN CLIP LEFT - (BC6) W -OUT COLUMN WITH COLUMN (GP -2) CLIP RIGHT QTY. PART NO. DESCRIPTION PITCH. CCCR CORNER COLUMN CLIP RIGHT 3'• I Z Z CCCL CORNER COLUMN CLIP LEFT HSCCCR HIGH SIDE CORNER COLUMN CLIP RIGHT HSCCCL HIGH SIDE CORNER COLUMN CLIP LEFT Z EPC ENDWALL PEAK CLIP B W/ COLUMN ❑W.O./COLUMN 2 GP -1 GUSSET PLATE. AT B-2, S-3 & C-2 HAUNCH O W/E.S. CLIP O W.O./E.S. CLIP GP -2 GUSSET PLATE AT B-2 & S=2 PEAK CONNECTION GP -3 GUSSET PLATE AT S-1 S-2 & S-3 CONNECTION 2 GP -4 GUSSET PLATE AT -S-1 TO RAFTER SP -1 SPECIAL PLATE 1:12 PITCH SP -2 SPECIAL PLATE 2:12 PITCH SP -3 SPECIAL PLATE 3:12 PITCH LT -1 LEAN-TO CLIP 1:12 PITCH LT -2 LEAN-TO CLIP 2:12 PITCH LT -3 LEAN-TO CLIP 3:12 PITCH UP -4 3X3X4" UNPUNCHED ANGLE CLIP UP -6 3X3X6" UNPUNCHED ANGLE CLIP So UP -8 3X3X8" UNPUNCHED ANGLE CLIP BC -6 BASE CLIP FOR COLUMN 2" GABLE: BASE ANGLE. FLANGE BRACE (201-0' LENGTHS) O 0 0 o 0 0 0 0 0 OO L.—O GUSSET PLATE I (GP -1) 0 MISCELLANEOUS 51• 3" 4 3' UP6 CLIP (FLANGE BRACE. PURLIN UP4 CLIP CLIP WHEN TRUSSES ARE (PURLIN CLIP) BACK TO BACK) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 GUSSET PLATE 4 GUSSET PLATE 3 GUSSET PLATE 4 (GP4) (GP -3) (GP4) 0 0 0 0 0 0 0 �0 O po � p 0 0 0 0 0 0 0000 0 0 p 0 0 0 71' 3 UPBCLIP (GIRT, HEADER AND IAMBS) o 0 O ° 0 0 0 o o 0 0 I ° ° GL•'iiET PLATE I ;GP -i) rD�l CORNER COLUMN BASE CLIP ENDWALL PEAK CLIP ENDWALL PEAK CLIP GUSSET PLATE 2 CORNER COLUMN CLIP LEFT - (BC6) W -OUT COLUMN WITH COLUMN (GP -2) CLIP RIGHT 0 n-TE COV NO DEPAV )IPROVEr '_ 20 fee oo' ( m 40 Ft ELECTRICAL SYMBOLS 30 Ft Ap,ptj0VEt-j J ELECTRICAL SCHEMATIC DETACHED GARAGE AP #047-570-017 Rock Creek Road FLUORESCENT FIXTURE dD OOPLEX OUTLET $ SINGLE POLE SWITCH db220 220 VOLT OUTLET 30 Ft Ap,ptj0VEt-j J ELECTRICAL SCHEMATIC DETACHED GARAGE AP #047-570-017 Rock Creek Road .000 13 Ft 0 In O LR W. 1 Ft 6 In O O 96 Ft 0 In O! 20.000° O 104 Ft A In Ye I * 105 Fl 0A In / \ R 100.000 �\ ; 37F�1n'' \ � APPROVED a 8"tt`-%�a1th I Hi" IV.LN3WNOHUM - JUN 12 Chios, Caldomia " . Omnis k Rupp DEPT ►r 1oar-500slo-un . Pock Creek Raid p J 3 � , Scale 1'_ 20 Feet { 30 Ft ELECTRICAL SYMBOLS APPROVED Buttr,7;ounty Environ:. . Health dgn re � /Ty N11b3H 4408we JUN 1 2 iolijO Chico, Calitomia ELECTRICAL SCHIMATIC DETACHED GARAGE AP #047-570-017 Rock Creek Rood UORESCENi FIXTURE Qb OOPLEX Q11LET $ SKLE POLE SWITCH M220 M VOLT 0011.[1 APPROVED Buttr,7;ounty Environ:. . Health dgn re � /Ty N11b3H 4408we JUN 1 2 iolijO Chico, Calitomia ELECTRICAL SCHIMATIC DETACHED GARAGE AP #047-570-017 Rock Creek Rood CDF FIRE SAFE REQUIREMENTS 7 0'6'(317 /<//'--" z�V' /,s AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections -will be made by the Butte County.Building Department for- compliance. orcompliance. 1272.00 Maintenance of Defensible Space. To ensure continued /I maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, -annual maintenance must be provide for by the landowner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius �] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100* feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�) 1273_.05 Turnarounds. If required, will have a minimum turning radius of 40'feet from the center of the road. [�J 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 II feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3--, (k] - ( 7 AP # CD '131 / 7 �i°� ��.✓,�s PERMIT # NAME 6 1273.10 Turnouts. Driveways exceeding 150 feet in -length, but less than 800 feet in length, shall provide a turnout. near the midpoint of the driveway. Where a driveway - exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. ] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates Gate entrances shall be at least two feet wider than the roadway it serves. [�vl 2. The gates must be located at least 30 feet from the roadway.and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification .1276.01 Setback for Structure Defensible Space. [ 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the cente of the road. [ ] 2.. For parcels -less than 1 acre, local jurisdiction shall provide for the same practical effect.. See Other Requirements below. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and -- .construction.,_ road,and driveway construction and fuel modification shall be completed prior to completion of road construction )r f'__ial inspection of a building permit. Page 2 of 3 AP # em e-1 3 r 7 &ZK -))61J✓5_ PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is -.Less Than 15 Feet, Choose any.3 of the following: - Metal or no doors on toward property line with insuffi.- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to -exceed -10% of wall area toward property _line with insufficient setback -Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry. Masonry veneer Metal Other Butte County Fire Department approved materials Date Page 3 of 3 gnature z� � Cr 00 0 C A3 3 3 j A A 7c ° D 0 A 3 o n'1°T .4 Z n cO 2 Co 30-0 OUT -TO -OUT STEEL 15-13/4 14-10 1 /4 � W n L � � co m Lnw 0 W W n N m N —+ Z w 2CD -jZ -nArn x3A r.j r- y 0 Zorn C.) V' r m L J n n n 14-101/4 `'' 15-1.3/4 30-0 OUT -TO -OUT STEEL �. rn �o m N N � O NJ v i o CrI 0 ; v b�j a DO T 0 N p a � n w 01 Ho) z �o Z &a -.0a C015 c ti m z� � Cr 00 0 C A3 3 3 j A A 7c ° D 0 A 3 o n'1°T .4 Z n cO 2 Co 30-0 OUT -TO -OUT STEEL 15-13/4 14-10 1 /4 � W n L � � co m Lnw 0 W W n N m N —+ Z w 2CD -jZ -nArn x3A r.j r- y 0 Zorn C.) V' r m L J n n n 14-101/4 `'' 15-1.3/4 30-0 OUT -TO -OUT STEEL �. rn �o m N N � O o� ° o ; T 0 n z 3 c m z z n o z N Vl O O O cO S. f •Q 0 -1 N T --I C T O y O D 0 m z O Z O{ m y r N T n y � Nm � � N � O O V z� � Cr 00 0 C A3 3 3 j A A 7c ° D 0 A 3 o n'1°T .4 Z n cO 2 Co 30-0 OUT -TO -OUT STEEL 15-13/4 14-10 1 /4 � W n L � � co m Lnw 0 W W n N m N —+ Z w 2CD -jZ -nArn x3A r.j r- y 0 Zorn C.) V' r m L J n n n 14-101/4 `'' 15-1.3/4 30-0 OUT -TO -OUT STEEL �. rn �o m N PURLINS ATTACH WITH IMPAX 045 SCRf"" 8 PER CON�JECT CCCL CLIP ENDWALL PEAK CLIP ATTA�H��CLUMNS T/\ �e %AIN'T" LNUWALL FRAMING SIMPSON STEEL BUILDING COMPANY DIAWING NumB[R 00-1144 IYFI v`"' STEEL TRUSS CUSTQV1[I aAM[ DENNIS RUPPy r w 0 40S WEST OAK S TREE T PA DRAWER 171 C0L UA 1S, 90SAS 6671S IWIUWDDIn1[►.[:O\S: 3 0X4 0X 12 ME" RICH 3: 12 vAcc a 3 7 cUSTQN[IADM( ss 3 8RITTANY;'tYANE� U Hf O CA 9S 92b D:U[ Of DNAWY+G: 26 MAY 00 UNAVON BY: DJW CUSTOMERP1401 [ 1-530.895-1849 V ' PFfONE:1-800-?SS-7614 FAX:1-316-4?9-8423 PURLINS ATTACH WITH IMPAX #45 SCREWS . 8 PER CONNECTION O 4 Lu Q Lu O N ENDWALL PEAK CLIP ATTACH COLUMNS TO RAFTERS WITH ENDWALL FRAMING DRAWING NUMBER: 00-1144 TYPE OF FRAME: STEEL TRUSS SIMPSON STEEL-BUILDING.COMPANY.BUILDING DIMENSIONS: 30X40XI2 ROOF PITCH: 3.12 PAGE 4 OF 405 WEST OAK STREET P.O. DRAWER 112 COLUMBUS, KANSAS 66725 DATE OF DRAWING: 26 MAY 00 DRAWN BY: DJW PHONE: 1-800-255-7624 FAX:1-316-429-8423 amy� M1R NAME: DENNIS RPPr �-. Aj;qpma^ � — — ADDRESS:3 BRITTANYtL'A'" AZ L,t f`jlacRTM11 d , r► -urn _ rA 9.5926 CUSTOMER PHONE 1-530-895-1 AND!OR FAX*: ES1 ES1 ----------------------------- ----------------------------- ° I CCCR CLIP G-6 CCCL ° I CLIP II G-5 I_I - - II I I -T BASE ANGLE C-2 r II II I� BASE ANGLE I I I - - ----- - - - - - - r - - - II 20-0 20-0 40-0 OUT -TO -OUT STEEL ESI ES1 ---------------------------------------------------------- ° I° CCCR CCCL ° CLIP I CLIP II G-5 G-6 I I I - - ----- - - - - - - r - - - II I I II II BASE ANGLE C-2 BASE ANGLy� L-- - - 20-0 20-0 40-0 OUT -TO -OUT STEEL PA4 A,/? REQUIRE A RED IRON cs' FRAME.( FRAMING COMES WITH DOOR> SIDEWALL FRAMING J J DRAWING NUMBER: 00-1144 TYPE OF FRAME: STEEL TRUSS CUSTOMER NAME: DENNIS RV PP' ��`a�• SIMPSON STEEL BUILDING COMPANYF$S�'- .. - BUILDING DIMENSIONS: ROOF PITCH: PAGE OF CUSTOMER ADDRESS: 3 BRITTAIV'Y L'ANE-wK� �...' I. � .��,.� �•_ ,• 405 WEST OAK STREET P.O. DRAWER 111 COLUMBUS, KANSAS 66725 30X40X12 3:12 5 7 CHICo CA 95926 DATE OF DRAWING: DRAWN BY: z" PHONE: 1-800-255-7624 FAX:1-316-429-8423 26 MAY 00 DJW CUSTOMER PHONE AND/OR FAX1-530-895-180-T SE A325'HARD BOLTS AT COLUMN -TO BEAM CONNECTIONS W Q Lu O N A- ct 30-0 OUT -TO -OUT STEEL TRUSS DETAIL 12 �3 �.?,oL�o r Lu 02578 m \\� E'P.3/3i/ 9//,, A H COLUMN TRETE WITH BC6 HED CLIPS AND 307 BOLTS • +r :. � 't 4 A •�.�Ai.n.C' SIMPSON STEEL BUILDING COMPANY 405 WEST OAK STREET P.O. DRAWER 171 COLUMBUS, KANSAS 66715 DRAWING NUMBER: 00-1144 TYPE OF FRAME: STEEL TRUSS CUSTOMER NAME: DENNIS RUP 6 �� ~� �•°e v A � • f' - BUILDING DIMENSIONS: 30X40X12 ROOF PITCH : 3:12 PAGE OF 6 ] CUSTOMER ADDRESS `Y 'F j 3 BRITTAN": I! CHICo CA 95936 DATE OF DRAWING: 26 MAY 00 DRAWN BY: DJW _ "r CUSTOMER PHONE AND/OR FAX#: 1_530-895-184 PHONE. 1-800-255-7624 FAX:1-316-429-8423 SIDEWALL SHEETING N SHEETING PLAN ENDWALL SHEETING SIMPSON STEEL BUILDING COMPANY UZIC M AN,O,S00-1144 30X4000Xt2 40S WEST OAK STRffT P.O. DRAWER 272 C0l0V8US, KANSAS W2S UA,t ,W aRW6-foV ', PHONE: 1.800-2SS-7624 FAX.1-316-429-8423 26 MAY 00 SIDEWALL SHEETING QQROFESS/���� � c � v w 02678 J' EXP. IA ENDWALL SHEETING IYYt Of FRAME STEEL TRUSS CVSIOMIR %Aktf DENNIS RUPP aoo: FIIEH- 3:12 vAai 7 or 7 Cr510WKADDRESS 3 8RITTANY LANE H O 9 6 DRAWN BY ajw ctn,aMlR p-'D%i i -S30 -89S-1849 AN.7 l)4 {AYW nv - iWI EW" my- N N c'V SIDEWALL SHEETING N SHEETING PLAN ENDWALL SHEETING SIMPSON STEEL BUILDING COMPANY UZIC M AN,O,S00-1144 30X4000Xt2 40S WEST OAK STRffT P.O. DRAWER 272 C0l0V8US, KANSAS W2S UA,t ,W aRW6-foV ', PHONE: 1.800-2SS-7624 FAX.1-316-429-8423 26 MAY 00 SIDEWALL SHEETING QQROFESS/���� � c � v w 02678 J' EXP. IA ENDWALL SHEETING IYYt Of FRAME STEEL TRUSS CVSIOMIR %Aktf DENNIS RUPP aoo: FIIEH- 3:12 vAai 7 or 7 Cr510WKADDRESS 3 8RITTANY LANE H O 9 6 DRAWN BY ajw ctn,aMlR p-'D%i i -S30 -89S-1849 AN.7 l)4 {AYW nv - iWI EW" my- BEFORE SHEETING, ISE SHEET SCREW TO HOLD BASE TRIM IN PLACE. SPACE SCREWS ON EVEN :OOTINCREMENTS, STARTING AT THE END THE OF BUILDING. STI IIS PLACES SCREW I IEAD UNDER HIGH RIB OF SHEET). WALL SHEET 'R' PANEL 2X4 BASE ANGLE 4" LEG OF ANGLE DOWN ON I CONCRETE -..CONCRETE 2" • '— :MINIMUM' -r - IISE CHALKLINE OR OTHER MARKING , h; .� ; �• •+._•'��,-.•= MATERIAL TO DESIGNATE ONE INCH?�.,�., BELOW FINISHED FLOOR LEVEL FOR "t:'., :' :.::'• ::: BASE ANGLE. \ Y� FL -5_30 STANDARD TRIM - USED l NLESS CUSTOMER REQUESTS OTHER USE CHALKLINE MATERIAL TO DESIGNATE ONE INCH BELOW FINISHED FLOOR LEVEL FOR BASE ANGLE. WALL SHEET 'R' PANEL TAPCONO OR ANY OTHER CONCRETE: FASTENER RATED AT 1500 LB. PULL-OUT. SPACE FASTENERS AT 3 FOOT ON CENTER MAXIMUM. 2X4 BASE . ANGLE 4" LEG OF ANGLE DOWN ON I / CONCRETE . _•tu � 10 �, . '_MINI_MUM '::: ° '•••- . y _ .a1::•y-. r.�- is Oe FES ON P 9� f` FL- m w C Q 2000 (316-429-8416 .1 .� �ti...R !.,<y ,.-a .:� . r,!...M,`.'•:�..�, wry,. ` - ~tip •+� • �_ .�•� . � ./' . _•tu � 10 �, . '_MINI_MUM '::: ° '•••- . y _ .a1::•y-. r.�- is Oe FES ON P 9� f` FL- m w C Q 2000 (316-429-8416 pop 2 1/2" VIEW AA FINISHED FLOOR CONCRETE .......... '::::::::::::::::::::::::::::::: 3„ :.......... :::.::::::::::::::::::.::::::::::::::::'::: 1 1/411 1 1/411 2 3/4" VIEW AA WIDTH OF FRAMED OPENING OVERHEAD DOOR BOLT AND ENTRYWAY LAYOUT 1" BOLT PROJECTION SIDEVIEW*6* FINISHED FLOOR . e'Ea�` . 1 1/2U r � � " u! 026786 m EXP 3 / 1 d� CAL Simpson Steel Building Company 1999 (316-129-8116) DESIGN CALCULATIONS SIMPSON STEEL BUILDING COMPANY 405 WEST OAK COLUMBUS, KS 66725 DENNIS RUPP CHICO, CA JOB# 00-1144B9V 30X40X12 LIVE LOAD =20 PSF DEAD LOAD = 4PSF WIND LOAD =80 MPH, EXP "C" Seismic zone = 4 VBc 11?7 �oQROFESs�O� 0 Z w CC mm � • 31311 N Q OF G�A0I - BUTTE COUN IT SUILDING�DEPARTMENV 4,t)PPOVED. I w JOB TITLE c-'/ t / `/ V DESCRIPTION x12 JOB NO. 0C) n� ©©� 44:_ QUOTE NO. DESIGNED BY CHK'D BY DATE 6�-7-2o0o SHEET N adrH 8/4y EAvE s RuT . BEV 14i� 6A SZVC—NAZZCrl.ZT . e 7,L3 -60 TH E3 hYS S -a l 6 ,6FAMAIA41, �Iv n G►l A i c ?in c, 12-614 5 I JOB NO. JOB TITLE c�/ �/ ►' / ► �eQUOTE NO. DESCRIPTION DESIGNED BY-eM/CHK'D BY DATE 0 -L-� SHEET NQIl_ C 04, FoR__TR S� �R IDGE �yMM 6X2120 166A 8�3'jc 12 c,, -A 2' SBMoIM/e- *** PURLIN DESIGN *** JOB NUMBER : B985 3 ( ANALYSIS ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :20.,20. INSET LEFT (FEET) .667 PURLIN EXTN LEFT (FT.): .00000 ROOF SLOPE :3.000/12 PURLIN DEPTH (INCH) : 8.00 TOP FLANGE BRACED AT 1.00 FEET INSET RIGHT (FEET) .667 PURLIN EXTN RIGHT (FT.) .00000 HORIZONTAL SPACING (FT.): 4.83000 *** DESIGN CRITERIA *** DEAD LOAD (PSF) 2.00 LIVE LOAD (PSF): 20.00 WIND VELOCITY PRESSURE (q): 16.400 PSF SPECIAL WIND COEFF.: -1.20 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.000 MAX. SHEAR OR BENDING UNITY CHECK :1.000 MAX. DEFLECTION LIMIT PER SPAN L/180. *** LOADING COMBINATION *** 1. DL+LL 2. DL+WL *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE•OF LAP WIND DL + WL # LENGTH• LEFT SECTION• RIGHT COEF (KLF) 1 .6670 .0000 8Z16 .0000 -1.2000 -.0886 2 19.3330 .0000 8Z16 .1.3125 -1.2000 -.0886 3 19.3330 1.0000 8Z16 .0000 -1.2000 -.0886 • 4 .6670 .0000 8Z16 .. 0000 -1.2000. -.0886 DL + LL (KLF) .1031 .1031 .1031 .1031 JOB NAME: B985 LOADING COMBINATION -- DL+LL a --------------=---------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! 5.23 2.53 ! .00 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 -.00 ! .00 .00 .00! !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -.02! -.07! 5.23 2.53 ! .03 .00 .00! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! . UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -.02! .75! 5.23 2.53 ! .30 .00 .09! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! 2.70! .00! 5.23 2.53 ! .00 .52 .52! 424 !RL! -3.26! -1.11! 5.22 2.53 ! .44 .62 .58! !RS! -4.81! -1.24! 10.47 5.05 ! .25 .46 .27! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -4.81! 1.24! 10.47 5.05 ! .25 .46 .27! !LL! -3.61! . 1.14! .5.22 2.53 ! .45 .69 .68! 3!FM! 2.70! .00! 5.23 2.53 ! .00 .52 .52! 424 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -.02! -.75! 5.23 2.53 ! .30 .00 .09! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -.02! .07! 5.23 2.53 ! .03 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 4!FM! .00! .00! .00 .00 ! .00 .00 .00! '!RL!.. .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .00! .00 .00 ! .00 .00 .00! JOB NAME: B985 LOADING COMBINATION -- DL+WL ------------ I SP!LO!MOMENT! ------------------------------------------------------------------ SHEAR! ALLOWABLE FORCES I! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! 6.98 3.37 ! .00 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .02! .06! 6:98 3.37 ! .02 .00 .00! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES . ! • UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .02! -.64! 6.98 3.37 ! .19 .00 .04! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -2.32! .00! 4.88 3.37 ! .00 .47 .00! 494 !RL! 2.80! .95! 6.98 3.37 ! .28 .40 .24! !RS! 4.13! 1.07! 13.96 6.74 ! .21 .30 .13! ---------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! 7-------------------- UNITY CHECKS. ! DEFL ! #! K -FT! KIP.! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ---------------------------------------------------------.---------------------- !LS! 4.13! -1.'07! 13.96 6.74 ! .21 .30 .13! !LL! 3.10! -.98! 6.98 3.37 ! .29 .44 .28! 3!FM! -2.32! .00! 4.88 3.37 ! .00 .47 .00! 494 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .02! .64! 6.98 3.37 ! .19 .00 .04! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .02! -.06! 6.98 3.37 ! .02 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 4!FM! .00! .00! .00 .00 ! .00 .00 .00! !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .00! .00 .00 , ! .00 .00 .00! *** ENDWALL DESIGN *** *** LEFT ENDWALL *** *** ENDWALL RAFTER *** JOB NUMBER B985 ( 'ANALYSIS ONLY ) *** GEOMETRIC DATA *** ENDWALL COLUMN SPACING: 2@15.000 ENDWALL COLUMN SPACING: ENDBAY (FEET) :20.0000 FRONT SIDE CANOPY (FT): .0000 FRONT SIDE ROOF SLOPE : - 3.00/12 PURLIN SPACING (FEET) : 5.154 *** DESIGN CRITERIA ***' PURLIN EXTN. (FEET) BACK SIDE CANOPY (FT) BACK SIDE ROOF SLOPE .0000 .0000 3.00/12 DEAD LOAD (PSF) 3.000 LIVE LOAD (PSF) 20.000 WIND VELOCITY PRESS(q): 16.400 PSF BUILDING CONDITION (E,P,O): E SPCL. GCp @ ENDBAY/2 . -1.200 SPCL. GCp @ OVERHANG . -1.200 SHEAR OR BENDING LIMIT: 1.000 RAFTER DEFLECTION LIMIT : L/180. *** LOADING COMBINATION *** 1. DL+LL 2. DL+WL *** LOADING *** GCpX DL+WL •ANALYSIS COEF. SPAN LENGTH ENDBAY/2 ------ OH -------- 1.0308 -------- 10.0000 1 14.4309 10.0000 2 14.4309 10.0000 OH 1.0308 10.0000 . *** DESIGN RESULTS *** MEM SIZE LENGTH 1 10X3.5C12 14.4309 2 10X3.5C12 14.4309 GCp PURLIN GCpX DL+WL DL+LL COEF. EXTN. COEF. (KLF) (KLF) ------- ------- -1.2000 ------ .0000 ------- -1.2000 ------- -.1677 .2231 -1.2000 .0000 -1.2000 -.1677 .2231 -1.2000 .0000 -1.2000 -.1677 .2231 -1.2000 .0000 -1.2000 -.1677 .2231 - L\L'11' 1L1. LLUlVl *** LEFT ENDWALL *** JOB NAME: B985 LOADING COMBINATION' -- DL+LL I ----------------------- MEM!SPN!LO!MOMENT! ------------------------------------------------------ SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP !' MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 1 ! 1 !**! -.12! 1.22! 14.23! 10.87! .11! .01! ! 1 !FM! 3.21! .00! 14.23! 10.87! .00! .23! 1709 ! 1 !**! 5.75! -2.00! 14.23! 10.87! .18! .40! ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR- BEND ! -L/- ------------------------------------------------------------------------------ 2 ! 2 !**! -5.75! 2.00! 14.23! 10.87! .18! .40! ! 2 !FM! 3.21! .00! 14.23! 10.87! .00! .23! 1709 2 -!**! .12! -1.22! 14.23! 10.87! .11! .01! LLL al 1 u 1. .�.�-.�... -�• � *** LEFT ENDW ALL *** JOB NAME: B985 LOADING COMBINATION -- DL+WL R ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! 'KIP ! MOMENT SHEAR ! SHEAR BEND.! -L/- ---=------------------------------------------------------------------- 1 ! 1 !**! .09! -.92! 18.98! 14.49! .08! .00! ! 1 !FM! -2.42! .00! 14.92! 14.49! .00! .16! 2289 ! 1 ----------------------------------------------------------------------------- !**! -4.32! 1.50! 18.98! 14.49! .14! .23! MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR. BEND ! -L/- ---------------------------------------------------------------------------- 2 ! 2 !**! 4.32! -1.50!- 18.98! 14.49! .14! .23! ! 2 !FM! -2.42! ..00! 14.92! 14.49! .00! .16! 2289 2 !**! -.09! .92! 18.98! 14.49! .08! .00! '** COLUMN DESIGN *'* **' LEFT ENDWALL JOB NUMBER : B985 ( ANALYSIS ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) 2@15.000 BAY SPACING (FEET) FS SAVE HEIGHT (FEET) 12.00 BS EAVE HEIGHT (FEET) 12.00 FS TO RIDGE (FEET) 15.000 FS ROOF SLOPE : 12 3.00 END FRAME (BF,MF) BF GIRT CONDITION FLUSH PURLIN DEPTH A INCHES) 8.00 RAFTER DEPTH (INCHES) 8.000 ENDWALL BRACING TYPE D H BAYS : 0 LOCATION *** DESIGN CRITERIA WIND VELOCITY PRESSURE (q): 16.40 PSF BUILDING COND. (E,P,O): E SPCL.EW COL.PRES.COEF.: 1.200 SHEAR + BENDING LIMIT : 1.00 SHEAR OR BENDING LIMIT 1.0 *** LOADING COMBINATIONS *** 1.DL+LL 2.DL+WLP 3.DL+WLS *** DESIGN RESULTS AND WIND LOADING *** COL SECTION ANAL. TRIG. MIDSPAN PRESSURE SUCTION PRESSURE SUCTION N SIZE LENGTH SPACING HEIGHT COEF. COEF. (KLF) (KLF) ----------- -------------------- --------- ------- -------- ------- 1 8X3.5C12 11.536 7,500 12.938 1.200 -1.200 .148 -.198 2 8X3.5C12 15.041 15.000 15.750 1.200 -1.200 .295 -.295 3 8X3.5C12 11.5.16 7,500 12.938 1.200 -1.200 .148 -.198 LEFT ENUWALL JOB NP=ME: B985 ' COLUMN NUMBER : 1 SIZE : 8X3.5C12 " ' G1 (FEET) = 7.250 I I I AXIAL BENDING I<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB I MAX 1 LOADI I FORCE MOMENT 'I AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOC I kips- kip -Et I kips kip -ft kip -ft kips DIAL FLGE. FLGE. I CHECK I L/ ---- I ---- I ------- --------I------- ------ ----------- I ----- ----- ------I-------I---- 1 I FM 1 1.45 .48 130.28. 10.43 9.33 19.521 .05 .05 .05 1 .10 1 1 I G1 1 1.45 .48 1 26.46 10.43 8.82 19.521 .05 .05 .05 1 .11 1 2 I FM 1 -1.09 -2.82 1 77.59 13.91 12.45 26.021 -•01 .20 .23 1 .24 1 2 I G1 1 -1.09 -2.82 1 77.59 13.91 11.76 26.021 -.01 .20 .24 1 .25 1 3 I FM 1 -1.09 2.09 1 77.59 13.91 12.45 26.021 -.01 .15 .17 1 .15 11196 3 1 G1 1 -1.09 2.09 1 77.59 13.91 11.76 26.021 -.01 .15 .18 1 .16 1 " ' COLUMN NUMBER : 2 SIZE : 8X3.5C12 " ' G1 (FEET) = 7.250 1 1 AXIAL BENDING I<----- ALLOWABLE FORCES----->I<---UNITY CHECK ---->1 COMB I MAX LOADI I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips IAXIAL FLGE. FLGE. I CHECK I L/ ---- I ---- I ------- --------I------- ------ ----------- I ----- ----- ------I-------I---- 1 I FM 1 4.00 1.33 128.54 10.43 9.33 19.521 .14 .13 - .14 1 .28 1 1 I G1 1 4.00 .64 124.94 10.43 9.53 19.521 .16 .06 .07 1 .23 1 2 I FM 1 -3.01 -9.35 1 77.59 13.91 12.45 26.021 -.04 .67 .75 1 .79 1-269 2 I G1 1 -3.01 -8.82 1 77.59 13.91 12.71 26.021 -.04 .63 .69 1 .73 1 3 I FM 1 -3.01 7.85 1 77.59 13.91 12.45 26.021 -.04 .56 .63 1 .59 1 269 3 I G1 1 -3.01 7.85 1 77.59 13.91 12.71 26.021 -.04 .56 .62 1 .58 1 " ' COLUMN NUMBER : 3 SIZE : 8X3.5C12 ' " G1 (FEET) - 7.250 1 1 AXIAL BENDING 1<----- ALLOWABLE FORCES----->I<---UNITY CHECK ---->1 COMB I MAX LOADII FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips IAXIAL FLGE. FLGE. I CHECK 1 L/ ---- I ---- I ------- --------I------- ------ ----------- I ----- ----- ------1-=-----I---- 1 1 FM 1 1.45 .48 130.28 10.43 9.33 19.521 .05 .05 .05 1 .10 1 1 I G1 1 1.45 .48 1 26.46 10.43 8.82 19.521 .05 .05 .05 1 .11 1 2 1 FM I -1.09 -2.82 1 77.59 13.91 12.45 26.021 -.01 .20 .23 1 .24 1 2 1 G1 1 -1.09 -2.82 1 77.59 13.91 11.76 26.021 -.01 .20 .24 1 .25 1 3 1 FM 1 -1.09 2.09 1 77.59 13.91 12.45 26.021 -.01 .15 .17 1 .15 11196 3 1 G1 1 -1.09 2.09 1 77.59 13.91 11.76 26.021 -.01 .15 .18 1 .16 1 *** EAVE STRUT DESIGN *** JOB NUMBER : B985 ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :20.,20. BAY SPACING (FEET) WIND. INSET LEFT (FEET) . .6670 EAVE EXTN LEFT (FT.) .0000 ROOF SLOPE INERTIA :1.000/12 EAVE STRUT DEPTH (INCH) : 8.00 TOP FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** INSET RIGHT (FEET ) EAVE EXTN RIGHT (FT.) HORIZONTAL SPACING (FT.) . .6670 .0000 2.4200 DEAD LOAD (PSF) : 2.000 LIVE LOAD (PSF):.20.000 WIND VELOCITY PRESSURE (q): 16.400 PSF SPECIAL WIND COEFF.: .000 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.000 MAX. SHEAR OR BENDING UNITY CHECK :1.000 THIS EAVE STRUT RUN IS DESIGNED FOR AN ENCLOSED BUILDING SPAN LENGTH SECTION AREA MOMENT WIND. DL + WL DL + LL -FT- NAME IN.SQ. INERTIA COEF (KLF) ------- (KLF) ------- ---- 1 ------- .67 ------- 8ES14 ------- 1.358 ------- 13.96 ------- -1.5000 -.0549 .0531 2 19:33 .8ES14 1.358 13.96 -1.1993 -.0429 .0531 3 19.33 8ES14 1.358 13.96 71.1993 -.0429 .0531 4 .67 8ES14 1.358 13.96 -1.5000 -.0549 .0531 I:Ltiv li J 11\U l --✓. ,JL'• ' JOB NAME: B985 12- **** DEAD + LIVE LOAD **** -------------------=-------------------------------------------------=--------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! .00 .00 1 .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! RS! -.01! .04!. 7.68 4.58 ! .01 .00 .01!' ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! '------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS!. -.01! .51! 7.68 4.58 ! .11 .00 .11! 2!FM! 2.47! .00! 7.67 4.58 ! .00 .32 .32! -574 RS! .00! -.51! 7.68 4.58 ! .11 .00 .11! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -.00! .51! 7.68 4.58 ! .11 .00 .11! 3!FM! 2.47! .00! 7.67 4.58 ! .00 .32 .32! -574 RS! -.01! -.51! 7.68 4.58 ! .11 .00 .11! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE_ FORCES ! UNITY CHECKS ! DEFL ! #! K -FT!• KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -.01! -.04! 7.68 4.58 ! .01 .00 .01! 4!FM! .00! .00! .00 .00 ! .00 .00 .00! RS! .00! .00!. .00 .00 ! .00 .00 .00! liLIV LL . 11\V l JOB NAME: B985 13 **** DEAD + WIND LOAD **** ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! RS! .01! -.04! 10.24 6.11 ! .01 .00 .01! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .01! -.42! 10.24 6.11 ! .09 .00 .09! 2!FM! -2.00! .00! 4.11 6.11 ! .00 .49 .49! 710 RS! .00! .41! 10.24 6.11 ! .09 .00 .09! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.41! 10.24 6.11 ! .09 ..00 .09! 3!FM! -2.00! .00! 4.11 6.11 ! .00 .49 .49! 710 RS! .01! .42! 10.24 6.11 ! .09 .00 .09! -----7------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL - ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .01! .04! 10.24 6.11 ! .01 .00 .01! 4!FM! .00! .00! .00 .00 ! .00 .00 .00! RS! .00! .00! .00 .00 ! .00 .00 .00! *** GIRT DESIGN *** FRONT SIDEWALL' JOB NUMBER : B985 ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :20.,20. INSET LEFT (FEET) .6667 ROOF SLOPE N0. : 3.00/12 GIRT DEPTH (INCH) : 8.00 OUTSIDE FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** a INSET RIGHT (FEET) .6667 MAX. TRIBUTARY SPACING (FT.) : 5.6667 GIRT CONDITION :FLUSH WIND VELOCITY PRESSURE (q): -16.40 PSF WIND LOAD PRESSURE COEFF. : 1.20 WIND LOAD SUCTION COEFF. 1.20 MAX. COMBINED SHEAR AND BENDING UNITY CHECK : 1.0 MAX. SHEAR OR BENDING UNITY CHECK : 1.0 SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION N0. SPACING TRIB SPA COEF COEF (KLF) -------- (KLF) ------- ---- 1 ------- 19.3333 -------- 5.6667 -------- 1.2000 ------- -1.2000 .1115 -.1115 2 19.3333 5.6667 1.2000 -1.2000 .1115 -.1115 *** LOADING COMBINATION *** 1. WLP 2. WLS GIRTS ARE CONNECTED USING LONG CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT ------ ------------ 1 18.7292 ------ :0000 ------- 8Z16' .0000 2 - 18..7292 .0000 8216 .0000 *** FRONT SIDEWALL *** JOB NAME: B985 LOADING COMBINATION,-- WLP r�- ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DE.FL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .91! 7.96 4.88 ! .19 .00 .03! !LL! .00! .00! .00 .00 ! .00 .00 :00! 1!FM! 3.68! .00! 7.96 4.88 ! .00 .46 .46! 285 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -2.59! -1.18! 7.96 4.88 ! .24 .33 .16! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -2_.59! 1.18! 7.96 4.88 ! .24 .33 .16! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! '3.68! .00! 7.96 4.88 ! .00 .46 .46! 285 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.91! 7.96 4.88 ! .19 .00 .03! *** FRONT SIDEWALL *** JO$ NAME: B985 LOADING COMBINATION-- WLS 16 ------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! 7----------------------------- UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.91! 7.96 4.88 ! .19 .00 .03! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! -3.68! .00! 3.98 4.88 ! .00 .93 .00! 285 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! 2.59! 1.18! 7.96 4.88 ! .24 .33 .16! ---------------------------------------------------- SHEAR! ALLOWABLE FORCES ! : UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! 2.59! -1.18! 7.96 4.88 ! .24 .33 .16! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -3.68! .00! 3.98 4.88 ! .00 .93 .00! 285 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .91! 7.96 4.88 ! .19 ,.00 .03! *** GIRT DESIGN *** *** LEFT ENDWALL *** I JOB NUMBER : B985 ( OPTIMIZE SHORT ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :2@15.000 INSET LEFT (FEET) .8438 INSET RIGHT (FEET) .8438 ROOF SLOPE .00/12 MAX. TRIBUTARY SPACING (FT.) : 5.6250 GIRT DEPTH (INCH) : 8.00 GIRT CONDITION :FLUSH OUTSIDE FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): -16.40 PSF WIND LOAD PRESSURE COEFF. : 1.20 WIND LOAD SUCTION COEFF. 1.20 MAX. COMBINED SHEAR AND BENDING UNITY CHECK 1.0 MAX. SHEAR OR BENDING UNITY CHECK 1.0 SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION N0. SPACING TRIB SPA COEF COEF (KLF) (KLF) ------- ---- 1 --------------- .14.1563 5.6250 ------ -- 1.2000 ------- -1.2000 -------- .1107 -.1107 ` 2 14.1563 5.6250 1.2000 -1.2000 .1107 -.1107 *** LOADING COMBINATION *** 1. WLP 2. WLS GIRTS ARE CONNECTED USING SHORT CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT ------ ---- -------- ------ 13.6146 .0000 ------- 8Z16 .0000 2 13.6146 .0000 8Z16 .0000 *** LEFT ENDWALL *** JOB NAME: B985 LOADING COMBINATION -- WLP ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .75! 6.98 3.37 ! .22 .00 .05! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! 2:56! .00! 6.98 3.37 ! .00 .37 .37! 451 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.75! 6.98 3.37 ! =--------- .22 .00 .05! ----------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! 7--------------------------- UNITY CHECKS ! DEFL ! #! K -FT! KIP ! . MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .75! 6.98 3.37 ! .22 .00 .05! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! 2.56! .00! 6.98 3.37 ! .00 .37 .37! 451 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.75! 6.98 3.37 ! .22 .00 .05! *** GIRT DESIGN *** *** LEFT ENDWALL *** JOB NAME: B985 r� I LOADING COMBINATION --.WLS ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP !- MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.75! 6.98 3.37 ! .22 .00 .05! !LL! :00! .00! .00 .00 ! .00 .00 .00! 1!FM! -2.56! .00! 3.49 3.37 ! .00 .74 .00! 451 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .75! 6.98 3.37 ! .22 .00 .05! ---------------------------------------------------=--------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.75! 6.98 3.37 ! .22 .00 .05! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -2.56! .00! 3.49 3.37 ! .00 .74 .00! 451 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .75! 6.98 3.37 ! .22' .00 .05! *** BRACING DESIGN *** JOB NUMBER : B985 (FULL OPTIMIZATION) **` GEOMETRIC DATA *** BAY SPACING (FEET) 2@20.00. BRACED TIER SPACES (FT) 2@15.00 FRONT EAVE HEIGHT (FEET): 12.0000 BACK EAVE HEIGHT (FEET) 12.0000 FRONT SIDE ROOF SLOPE 3.0000/12 FRONT SIDE TO RIDGE 15.0000 *** BRACING DATA *** RF BRACING TYPE DIAPHRAGM # BAYS LOCATION FS BRACING TYPE DIAPHRAGM # BAYS LOCATION BS BRACING TYPE DIAPHRAGM # BAYS LOCATION LE BRACING TYPE DIAPHRAGM # BAYS LOCATION RE BRACING TYPE DIAPHRAGM # BAYS LOCATION *** DESIGN CRITERIA *** WIND VELOCITY PRESS (q) : 16.4000 PSF EDGE STRIP WIDTH (FEET) 20.000 INTERIOR COEFFICIENT,GCpR: 1.3000 EDGE STRIP COEFFICIENT,GCpX 1.3000 MAXIMUM UNITY CHECK RATIO: 1.0345 MAX. HORIZONTAL DEFLECTION .0000 *** LOADING COMBINATIONS *** 1. WIND LOAD m JOB NUMBER : B985 *'* ROOF BRACING -- ----------------------------------- ( D I A P H R A G M A C T I O N I I I EAVE I LTN. FTM LIN. FT. I IWALLI FORCE I REQUIRED I AVAILABLE I -------------------------------------- IROOFI 2.31 1 17.81 1 40.00 1 DIAPHRAGM ACTION IS ADEQUATE -------------------------------------- *** BRACING DESIGN *** JOB NUMBER : B985 *** WALL BRACING *** *** FRONTSIDE *** ----------------------------------- 7-- I D I A P H R A G M A C T I O N I -------------------------------------- I I EAVE I LIN. FT. I LIN. FT. I IWALLI FORCE I REQUIRED I AVAILABLE I -------------------------------------- I FS 1 2.22 1 16.68 1 40.00 1 DIAPHRAGM ACTION IS ADEQUATE *** BACKSIDE *** -------------------------------------- I D I A P H R A G M A C T I,0 N I -------------------------------------- I I EAVE I LIN. FT. I LIN. FT. I IWALLI FORCE I REQUIRED I AVAILABLE I -------------------------------------- I BS 1 2.37 1 17.81 1 40.00 1 DIAPHRAGM ACTION IS ADEQUATE -------------------------------------- *** LEFT ENDWALL *** -------------------------------------- I D I A P H R A G M A C T I O N I -------------------------------------- I I EAVE I LIN. FT. I LIN. FT. I IWALLI FORCE I REQUIRED I AVAILABLE I -------------------------------------- I LE 1 1.28 1 9.62 1 ' 30.00 1 DIAPHRAGM ACTION IS ADEQUATE -------------------------------------- *** RIGHT ENDWALL *** -------------------------------------- I D I A P H R A G M A C T I O N I -------------------------------------- I I SAVE I LIN. FT. I LIN. FT. I IWALLI FORCE I REQUIRED I AVAILABLE I -------------------------------------- I RE 1 1.28 1 9.62 1 30.00 I DIAPHRAGM ACTION IS ADEQUATE -------------------------------------- Z-f �����r ��■rte■■r/■r■ a rl ■I ■r�r■ r■■■■■■ et Cr ■■/r ■ r ,�� r �. i■ r ■■■Ilel � 11 � `rr■ • ■i r sl : / ry mooiwconsuuAnTs, -. BOX 553 GRAPEVINE, TEXAS 75051 November 24, 1986 Mr. David A. Fulton Metal Building Components, Inc. 14031 W. Hardy. Houston, Tx. 77060 F; ,, -t, &C SAf< r%4 'P. 7S c,bt„o F;4. -rot L e.4 -CS - Re: Diaphragm Tables for Types R and M Panels Dear David: 22 Enclosed are tables of allowable diaphragm shear strength values for MBCI's types R and M panels with three (3) and four (4) fasteners per 36" wide sheet. We ran the four (4) fastener pattern because it is a method of achieving significant increases in diaphragm strength and stiffness with little added system cost. The tables are based on the SDI "Diaphragm Design Manual 1981 edition. The steel thicknesses used are nominal of gage and are exclusive of any paint, galvanizing, or other surface protection. The tabulated values are in pounds per lineal foot and may be used as allowable values. The column to the extreme left of the printout entitled "NO. OF FASTENERS% is the number of sidelap fasteners per span. An example will tfemonstrate how the values may be read. Consider type R - 26 gage on 5'-0" continuous spans. MBCI's standard pattern is three ()) fasteners per 36" wide sheet with sidelap fasteners at 18" on center. After locating the appropriate page, go to the table on the page with the %NO. OF SPANS- 3". This table is applicable to all conditions of three or more spans. The number of sidelap fasteners per span is 60"/18" = 3.33. use three. The allowable value is therefore, 128 pounds per lineal foot. If you have difficulty reading the tables just give me a call. We hope .this provides the information you require. If we may be of further assistance please do not hesitate to call. Very truly yours, Donald R. Moody, P.E { Em z3 Mare! Roo and Wall sysrer= 36", R -Panel & 'M -panel, 26 gauge (simple span) :•:.-lar �.�:..,`; :*.•• +..._r..-, _ o Wtc5..iCi;ewglyetw►eetx§u orfs -w s ., .,,. •fie; �Uc:::�,: =1 � - ;�: ��2=� _:,;��3 ;: �... -•4: .::. _ 6: -: ~300 _ � .�. 238 188 209 250 286 300 300 300 86 300 300 r, 153 197 231 250 250 250 250 250• 250 �`- 119 154 189 200 200 200 200 200- 200 ;aL � 96 125 150 150 150 150 150 150 150 ^w 80 105 130 130 130 130 130 130 130 ^' s "M, 67 89 111 125 125 125 125 125 125 81 0.481 0.355 0.281 0.233 0.199 0.173 0.154 0.138 1 0.125 L� 61'17 K2- 560.50 G'= KZ/(Z.88+D/(12*span)+3*K1*span) 36", R -Panel & M -panel, 26 gauge (double span) — &A77 K2= 560.50 V= KZ/(2.88+D/(24*span)+3*K1*span) 36", R -Panel & M -panel, 26 gauge (triple span) - -- - - - 146 109 _ 238 188 a€�titcbzscrewsl6e tees 300 200 300 200 300 200 300 200 86 121 S - � 159 vCCL"i 159 u`5!Yi�F � 163 210 251 286 300 300 300 -300 300 59 120 163 199- 200 200 200 200 200 200 62 94 129 159 159 159 159 159 159 159 1 0.349 77 106 110 110 110 110 110 110 110 64 81 81 81 81 81 81 81 81 55 62 62 62 1 62 62 62 62 •62 0.641 0.435 0.329 0.265 0.222 0.190 0.167 ' 0.149 0.134 — &A77 K2= 560.50 V= KZ/(2.88+D/(24*span)+3*K1*span) 36", R -Panel & M -panel, 26 gauge (triple span) - -- - - - 146 109 195 151 238 188 275 200 300 200 300 200 300 200 300 200 300 200 86 121 154 159 159 159 159 159 159 70 99 110. 110 110 110 110 110 110 59 81 81 81 81 81 81 81 81 _ 51 62 62 62 62 62 62 62 1 62 _ 0.721 n_11IA 0.471 1 0.349 0.278 0.231 0.197 0.172 0.153 1 0.137 K2= 560.50�� Notes: v = autL.aa*uik4u-span)+situ-span) 1) Values in tables are allowable D. hragm shear loads, in PLF. 2) 3.0 factor of safety for values governed by Shear and.2.0 for values gov. by stability. 3) Values are only valid when the dictated MBCI fastener pattern is used. 4) Values are calculated using 1/4-14 stitch screws. 5) Values are calculated per the Steel Deck Institute Diaphragm Design Manual Second Edition 6) Values are for the panel attached to steel framing only. For wood framing contact MBCI. T , „ r ES. - ADVANCED ENGINEERING SERVICES SUITE WS - A I I UR PARK DRIVE PI T PITSBURGH. PA 15237 (412) 387 - 7890 STRUCTURAL REPORT OF NON -COMPOSITE SHEAR DIAPHRAGM USING "R" PANELS AND "M" PANELS Report No. MBCI-1 prepared for Metal Building Components, Inc.- : 14031 W. Hardy Houston, TX 77060 by Raymond M.L. Ting, Ph.D., P.E. Advanced Engineering Services 505A McKnight Park Drive Pittsburgh, PA 15237 Reporter's I.D. ICBG ES Report No. AA -627 �c— November 25, 1998 r�ij:i0 !:l.G TABLE 3 -ALLOWABLE DIAPHRAGM SHEAR AND SHEAR STIFFNESS' For Sk 1 kM;twX4 n1m,1 Ibot - 304A nm t DAL a 14.69Nft 1 kipfndi" 175 kWm 'Sas Flpars 4 I sn64uppolt and inft. ndid w4wxt k"ft pelterta 21ft ane -M Inasw nameyr aYowed to allaow W8 s&M sW not ba uwd kx to' 'ft due to GwMgLMM Or wkw. A aakitp fse)or d 2.5 was used for seismic Wada 'Far raeiafanoa b hal '09 due to wind, a safety hdor d 235 was used. %es Table 4 br d * repro 1111 Won oomputsllons. MAXM r O SM SPAN SMEW FA TOM &eM VALIa' 4 ateM VALUU&4 WOO BM'"ESM Par") Type G&W k ch OW) EPACMO (RICM) SEMM (PtF) vow(" 0 (kps Pw Mvh) R" Panel 29 29 0.0133 0.0133 S-0'fi-Or-slo 12 20 155 88 165 94 3.127 3.127 26 0.0176 &4r-S.lrS.d' 12 216 .229 4.574 "R" Panel 26 0.0176 W -(r-940"46.0" 12 252 266 4.574 ' 25 0.0176 r -c -s.0' 12 387 391 4.574 26 0.0176 67-y-0 4F4r 20 122 130 4.574 "R" Pane! 25 0.0178 6'4"-6.0'4Y.0' 20 169 180 4.574 25 0.0176 r -e -w -w 20 247 263 4.574 29 0.0133 T -W -W4 -5'-0' 12 136 145 2809 "U" Panel 29 0.0133 s-0'-'-v-r-cr 20 77 82 2.809 26 0.0176 5'4 r-5'.0'5-0' 12 200 213 4.109 "U" Panel 26 0.0178 6.W -6.0"-6-a' 12 z33 246 4.109 26 0.0176 r-4"-5'-0" 12 341 362 4.109 26 0.0176 V -W -5' -mo 20 113 120 4.109 "U" Panel 26 0.0176 6-0"$-0"-8'-0" 20 157 167 4.109 26 0.0176 r4--F4r 20 229 244 4.109 For Sk 1 kM;twX4 n1m,1 Ibot - 304A nm t DAL a 14.69Nft 1 kipfndi" 175 kWm 'Sas Flpars 4 I sn64uppolt and inft. ndid w4wxt k"ft pelterta 21ft ane -M Inasw nameyr aYowed to allaow W8 s&M sW not ba uwd kx to' 'ft due to GwMgLMM Or wkw. A aakitp fse)or d 2.5 was used for seismic Wada 'Far raeiafanoa b hal '09 due to wind, a safety hdor d 235 was used. %es Table 4 br d * repro 1111 Won oomputsllons. _ F LIGHT GAGE STRUCTURAL INSTITUTE •..l4cr 990..e� ,�NII�IMIIIIn` AXIAL LOAD TABLES LATERAL SUPPORT DISTANCE (F1') SECTION GAUGE 2 3 4 5 8 7 8 9 4 X 2 C 18 8.42 7.71 6.74 5.76 4.89 4.15 3.50 3.00 14 10.98 10.06 8.84 7.54 6.35 5.38 4.62 902 13 13.72 12.48 10.91 9.37 8.02 6.92 6.05 5..36 12 15.65 19.27 12.57 10.91 9.47 8.29 7.35 6.61 4 X 2.5 C 18 9.49 8.71 7.52 -6:35 -5.33 4.48 3.76 3.19 14 12.42 11.33 9.82 8.27 6.89 5.77 4.90 4.22 13 15.58 14.10 12.13 10.26 8.65 7.36 6.39 5.55 12 17.79 16.14 13.99 11.93 10.18 8.76 7.65 6.77 6 X 25 C 16 10.44 10.27 9.95 9.13 7.89 6.75 5.79 5.00 14 14.67 14.18 13.37 12.5 1 10.58 9.12 7.87 6.85 13 18.98 18.36 17.34 15.83 13.89 12.06 10.50 9.21 12 22.70 21.96 20.77 19.03 16.79 14.68 12.86 11.21 7X2.50 16 10.65 10.53 10.31 9.89 8.88 7.62 6.53 5.64 14 15.19 14.84 14.24 13.29 11.90 10.30 8.90 7.73 13 19.76 19.31 18.55 17.36 15.66 13.66 11.90 10.42 12 23.74 23.21 22.32 20.94 18.99 16.68 14.61 12.88 8 X 2 C 18 10.98 10.79 10.37 9.56 8.05 6.24 5.01 4.13 14 14.71 14.46 13.92 12.89 10.83 8.41 6.77 5.59 13 19.34 19.01 18.33 17.06 14.26 11.09 8.92 7.36 12 23.43 23.03 22.24 20.79 17.27 13.43 10.79 8.87 8 X 2.5 C 18 11.15 11.06 10.57 10.06 8.80 7.42 6.32 14 16.48 16.30 15.83 14.97 13.66 11.91 10.11 8.67 13 21.68 21.33 20.69 19.61 17.99 15.85 13.57 11.72 12 26.19 25.72 24.96 23.71 21.85 1 16.73 14.18 9 X 2.5 C 16 11.71 11.42 11.27 10.97 10.51 9.66 7.95 6.53 14 17.19 17.03 16.72 16.08 14.78 13.05 10.67 8.79 13 23.02 22.73 22.15 21.10 19.48 17.27 19.04 11.58 12 27.80 27.46 26.78 25.56 23.68 20.90 17.01 14.02 10 X 2 C 16 11.66 11.52 11.17 9.69 7.59 5.90 4.75 3.99 14 15.65 15.48 15.03 13.06 10.26 8.01 6.48 5.37 13 20.66 20.43 19.87 17.28 13.61 10.65 8.62 7.15 12 25.12 24.86 29.19 21.03 16.58 12.98 10.51 8.71 lox? -SC 16 11.72 11.46 11.33 11.08 10.65 9.63 7.75 6.37 14 17.22 17.09 16.84 16.35 15.15 12.91 10.43 8.60 13 23.07 22.85 22.39 21.98 19.98 16.99 13.77 11.37 12 27.91 27.65 27.10 26.04 24.24 20.61 16.72 13.82 12 X 25 C 14 18.06 17.98 17.72 16.78 14.87 12.36 9.94 NOTES 13 29.64 24.47 24.01 22.27 19.58 16.33 1 Axial loads are allowable concentric loads (KIPS) In the absence of bending moment. The weight of the section has not been subtracted from these values. 29.12 27.02 23.80 19.87 16.07 13.33 2 Maximum major axis support distance Is 12 feet for 4", 16 feet for 6"; 18 feet for T, 8", and 9"; and 20 feet for 10" and 12". 3 Allowable loads have been calculated in accordance with the 1986 edition of AISI specifications. These values are valid only if the compression flange is supported at the specified lateral support distance. For special conditions contact an LGSI member to obtain allowable loads. 4 Allowable loads assume the use of plates or clips at supports which will effectively transfer support loads directly to the centroid of the member. 5 Refer to sample calculations for example of use of axial load tables. B'3-1 16 11.72 11.46 11.33 11.08 10.65 9.63 7.75 6.37 14 17.22 17.09 16.84 16.35 15.15 12.91 10.43 8.60 13 23.07 22.85 22.39 21.98 19.98 16.99 13.77 11.37 12 27.91 27.65 27.10 26.04 24.24 20.61 16.72 13.82 12 X 25 C 14 18.06 17.98 17.72 16.78 14.87 12.36 9.94 8.22 13 29.64 24.47 24.01 22.27 19.58 16.33 13.18 10.92 12 29.87 29.66 29.12 27.02 23.80 19.87 16.07 13.33 T DESIGN CALCULATIONS SIMPSON STEEL BUILDING COMPANY 405 WEST OAK COLUMBUS, KS 66725 DENNIS RUPP CHICO, CA JOB# 00-1144B9p 30X40X12 LIVE LOAD =20 PSF DEAD LOAD = 4PSF WIND LOAD =80 MPH, EXP "C" Seismic zone = 4 VBC W eb-1.3/> UTTE COON ry BUILDING"DEPARTME APPROVED 7/6/o 0 / JOB TITLE �� `/ VAD DESCRIPTION P ule 11 Al: 05! O 60rR 3 Y EAyE 5 r R u r g �V 14- 6 A AZ sI��w Z 61A -BOTH B 1p% S F7 l 6 7(-2 �F 16 X- 11L 3 JOB NO. QUOTE NO. Z(91 - DESIGNED BY -MY CHK'D BY DATE 6 7-2o0o SHEET N A n„t '-? 1n ri l-/4 m Q0 o.W I JOB TITLE DESCRIPTION 30 2S. C o,.�b D FORM 8�3'21C 12 &A 2.—s "c ' I 8 JOB NO. QUOTE NO. _1L(S��l DESIGNED BY�CHWD BY DATE7-6V SHEET NC2-,- C;YA4m IDGE (x212C166A 0 *** PURLIN DESIGN JOB NUMBER : B985 ,3 ( ANALYSIS ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :20.,20. INSET LEFT (FEET) .667 PURLIN EXTN LEFT (FT.): .00000 ROOF SLOPE :3.000/12 PURLIN DEPTH (INCH) : 8.00 TOP FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** INSET RIGHT (FEET) .667 PURLIN EXTN RIGHT (FT.) .00000 HORIZONTAL SPACING (FT.): 4.83000 DEAD LOAD (PSF) 2.00 ' LIVE LOAD (PSF): 20.00 WIND VELOCITY PRESSURE (q): 16.400 PSF SPECIAL WIND COEFF.: -1.20 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.000 MAX. SHEAR OR BENDING UNITY CHECK :1.000 MAX. DEFLECTION LIMIT PER SPAN : L/180. *** LOADING COMBINATION *** 1. DL+LL 2. DL+WL *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT 1 .6670 .0000 8Z16 .0000 2 19.3330 .0000 8Z16 1.3125 3 19.3330 1.0000 8Z16 .0000 4 .6670 .0000 8Z16 .0000 WIND DL + WL DL + LL COEF (KLF) (KLF) -1.2000 -.0886 .1031 -1.2000 -.0886 .1031 -1.2000 -.0886 .1031 -1.2000 -.0886 .1031 *** PURLIN DESIGN *** JOB N)kME : B 9 8 5 LOADING COMBINATION--•DL+LL ------------------------------------------------------------------------------- SPlLO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! 5.23 2.53 ! .00 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -.02! -.07! 5.23 2.53 ! .03 .00 .00! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! • UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -.02! .75! 5.23 2.53 ! .30 .00 .09! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! 2.70! .00! 5.23 2.53 ! .00 .52 .52! 424 !RL! -3.26! -1.11! 5.22 2.53 ! .44 .62 .58! !RS! -4.81! -1.24! 10.47 5.05 ! .25 .46 .27! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL '! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -4.81! 1.24! 10.47 5.05 ! .25 .46 .27! !LL! -3.61! 1.14! 5.22 2.53 ! .45 .69 .68! 3!FM! 2.70! .00! 5.23 2.53 ! .00 .52 .52! 424 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -.02! -.75! 5.23 2.53 ! .30 .00 .09! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -.02! .07! 5.23 2.53 ! .03 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 4!FM! .00! .00! .00 .00 ! .00 .00 .00! !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ' .00! .00! .00 .00 ! .00 .00 .00! Wwx PURL1N DE61UN ... JOB NAME: B985 LOADING COMBINATION -T DL+WL ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! 6.98 3.37 ! .00 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .02! .06! 6.98 3.37 ! .02 .00 .00! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .02! -.64! 6.98 3.37 ! .19 .00 .04! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -2.32! .00! 4.88 3.37 ! .00 .47 .00! 494 !RL! 2.80! .95! 6.98 3.37 ! .28 .40 .24! !RS! 4.13! 1.07! 13.96 6.74 ! .21 .30 .13! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! 4.13! -1.07! 13.96 6.74 ! .21 .30 .13! !LL! 3.10! -.98! 6.98 3.37 ! .29 .44 .28! 3!FM! -2.32! .00! 4.88 3.37 ! .00 .47 .00! 494 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .02! .64! 6.98 3.37 ! .19 .00 .04! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- -=----------------------------------------------------------------------------- !LS! .02! -.06! 6.98 3.37 ! .02 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 4!FM! .00! .00! .00 .00 ! .00 .00 .00! !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .00! .00 .00 ! .00 .00 .00! *** ENDWALL DESIGN *** LEFT ENDWALL *** (C *** ENDWALL RAFTER *** JOB NUMBER : B985 ( ANALYSIS ONLY ) *** GEOMETRIC DATA *** ENDWALL COLUMN SPACING: 2@15.000 ENDWALL COLUMN SPACING: ENDBAY (FEET) :20.0000 FRONT SIDE CANOPY (FT): .0000 FRONT SIDE ROOF SLOPE : 3.00/12 PURLIN SPACING (FEET) : 5.154 *** DESIGN CRITERIA *** PURLIN EXTN. (FEET) .0000 BACK SIDE CANOPY (FT) .0000 BACK SIDE ROOF SLOPE 3.00/12 DEAD LOAD (PSF) 3.000 LIVE LOAD (PSF) 20.000 WIND VELOCITY PRESS(q): 16.400 PSF BUILDING CONDITION (E,P,O): E SPCL. GCp @ ENDBAY/2 : -1.200 SPCL. GCp @ OVERHANG . -1.200 SHEAR OR BENDING LIMIT: 1.000 RAFTER DEFLECTION LIMIT : L/180. *** LOADING COMBINATION *** 1. DL+LL 2. DL+WL *** LOADING *** *** DESIGN RESULTS *** GCp ANALYSIS GCpX SPAN LENGTH* ENDBAY/2 OH 1.0308 10.0000 1 14.4309 10.0000 2 14.4309 10.0000 OH 1.0308 10.0000 *** DESIGN RESULTS *** GCp PURLIN GCpX DL+WL DL+LL COEF. EXTN. COEF. (KLF) (KLF) ------- ------- -1.2000 ------ .0000 ------- -1.2000 ------- -.1677 .2231 -1.2000 .0000 -1.2000 -.1677 .2231 -1.2000 .0000 -1.2000 -.1677 .2231 -1.2000 .0000 -1.2000 -.1677 .2231 MEM SIZE LENGTH 1 10X3.5C12 14.4309 2 10X3.5C12 14.4309 *** RAFTER DESIGN *** ***• LEFT ENDWALL *** JOB NAME: B 9 8 5 I LOADING COMBINATION =- DL+LL --------------------=--------------------------------------------------------- MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 1 ! 1 !**! -.12! 1.22! 14.23! 10.87! .11! .01! ! 1 !FM! 3.21! .00! 14.23! 10.87! .00! .23! 1709 ! 1 !**! 5.75! -2.00! 14.23! 10.87! .18! .40! ------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR- BEND ! -L/- ---------------------------=------------------------------------------------- 2 ! 2 !**! -5.75! 2.00! 14.23! 10.87! .18! .40! ! 2 !FM!" 3.21! .00! 14.23! .10.87! .00! .23! 1709 ! 2 !**! .12! -1.22! 14.23! 10.87! .11! .01! *** RAFTER DESIGN *** *** LEFT ENDWALL *** JOB NAME: B985 LOADING COMBINATION =- DL+WL S ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! !' K -FT! KIP ! MOMENT SHEAR ! ' SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 1 ! 1 !**! .09! -.92! 18.98! 14.49! .08! .00! ! 1 !FM! -2.42! .00! 14.92! 14.49! .00! .16! 2289 ! 1 !**! -4.32! 1.50! 18.98! 14.49! .14! .23! ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR• BEND ! -L/- ------------------------------------------------------------------------------ 2 ! 2 !**! 4.32! -1.50! 18.98! 14.49! .14! .23! ! 2 !FM! -2.42! .00! 14.92! 14.49! .00! .16! 2289 2 !**! -.09! .92! 18.98! 14.49! .08! .00! a " * COLUMN DESIGN *** ** LEFT ENDWALL JOB NUMBER : B985 ( ANALYSIS ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) 2@15.000 BAY SPACING (FEET) FS EAVE HEIGHT (FEET) 12.00 BS EAVE HEIGHT (FEET) 12.00 FS TO RIDGE (FEET) 15.000 FS ROOF SLOPE 12 3.00 END FRAME (BF,MF) BF GIRT CONDITION FLUSH PURLIN DEPTH.(INCHES) 8.00 RAFTER DEPTH (INCHES) 8.000 ENDWALL BRACING TYPE D # BAYS 0 LOCATION *** DESIGN CRITERIA **` WIND VELOCITY PRESSURE (q): 16.40 PSF BUILDING COND. (E,P,O): E SPCL.EW COL.PRES.COEF.: 1.200 SHEAR + BENDING LIMIT : 1.00 SHEAR OR BENDING LIMIT 1.0 *** LOADING COMBINATIONS *** 1.DL+LL 2.DL+WLP 3.DL+WLS* *** DESIGN RESULTS AND WIND LOADING *** COL SECTION ANAL. TRIG. MIDSPAN PRESSURE SUCTION PRESSURE SUCTION # SIZE LENGTH SPACING HEIGHT COEF. COEF. ------- (KLF) -------- (KLF) ------- ----------- ------ 1 8X3.5C12 11.536 ------- ------- -------- 7.500 12.938 1.200 -1.200 .148 -.148 2 BX3.5C12 15.041 15.000 15.750 1.200 -1.200 .295 -.295 3 8X3.5C12 11.536 7.500 12.938 1.200 -1.200 .148 -.148 I.VLV *** LEFT ENDWALL *** JdB NAMk: B985 ** COLUMN NUMBER : 1 SIZE : 8X3.5C12 *** G1 (FEET) = 7.250 I 1 AXIAL BENDING 1<- --- ALLOWABLE FORCES----->I<---UNITY CHECK ---->1 COMB I MAX 1� LOADI I FORCE MOMENT d AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips (AXIAL FLGE. FLGE. I CHECK I L/ ---- I ---- I ------- -------- I ------- ------ ----------- I ----- ----- I -------I---- 1 1 FM 1 1.45 .48 1 30.28 10.43 9.33 19.521 .05 .05 05 1 .10 1 1 -1 G1 1 1.45 .48 1 26.46 10.43 8.82 19.521 .05 .05 .05 1 .11 1 2 1 FM 1 -1.09 -2.82 1 77.59 13.91 12.45 26.021 -.01 .20 .23 1 .24 1 2 1 G1 1 -1.09 -2.82 1 77.59 13.91 11.76 26.021 .-.01 .20 .24 1 .25 1 3 1 FM 1 -1.09 2.09 1 77.59 13.91 12.45 26.021 -.01 .15 .17 1 .15 11196 3 1 G1 1 -1.09 2.09 1 77.59 13.91 11.76 26.021 -:01 .15 .18 1 .16 1 *** COLUMN NUMBER : 2 SIZE : 8X3.5C12 *** G1 (FEET) - 7.250 • r I 1 AXIAL BENDING I<----- ALLOWABLE FORCES----->i<---UNITY CHECK ---->1 COMB I MAX LOAD] I FORCE MOMENT I AXIAL- MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips (AXIAL FLGE. FLGE. I CHECK I L/ ----I----I--------------- I ------------- ----------- I ----- ----- ------I-------I---- 1 I FM I 4.00 1.33 1 28.54 10.43 9.33 19.521 .14 .13 • .14 1 .28 1 1 1 G1 1 4.00 .64 1 24.94 10.43 9.53 19.521 .16 .06 .07 1 .23 1 2 1 FM 'I -3.01 -9.35 1 77.59 13.91 12.45 26.021 -.04 .67 .75 1 .79 1-269 2 1 G1 1 -3.01 -8.82 1 77.59 13.91 12.71 26.021 -.04 .63 .69 1 .73 1 3 1 FM 1 -3.01 7.85 1 77.59 13.91 12.45 26.021 -.04 .56 .63 1 .59 1 269 3 1 G1 1 -3.01 7.85 1 77.59 13.91 12.71 26.021 -.04 .56 .62 1 .58 1 *** COLUMN NUMBER : 3 SIZE : 8X3.5C12 *** G1 (FEET) = 7.250 I I AXIAL BENDING I<----- ALLOWABLE FORCES----->I<---UNITY CHECK ---->1 COMB I MAX LOADI I FORCE ' MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOCj kips kip -ft I kips kip -ft kip -ft kips (AXIAL FLGE. FLGE. I CHECK I L/ ----1----I---------------I------- ------ ----------- I ----- ----- I -------I---- 1 I FM 1 1.45 .48 130.28 10.43 9.33 19.521 .05 .05 .05 1 .10 1 1 1 G1 1 1.45 .48 1 26.46 10.43 8.82 19.521 .05 .05 .05 1 .11 1 2 1 FM 1 -1.09 -2.82 1 77.59 13.91 12.45 26.021 -.01 .20 .23 1 .24 1 2 1 G1 1 -1.09 -2.82 1 77.59 13.91 11.76 26.021 -.01 .20 .24 1 •25 1 3 1 FM 1 -1.09 2.09 1 77.59 13.91 12.45 26.021 -.01 .15 .17 1 .15 11196 3 1 G1 1 -1.09 2.09 1 77.59 13.91 11.76 26.021 -.01 .15 .18 1 .16 1 I ' *** EAVE STRUT DESIGN *** JOB NUMBER : B985 ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :20.,20. BAY SPACING (FEET) DL + LL INSET LEFT (FEET) . .6670 EAVE EXTN LEFT (FT.) .0000 ROOF SLOPE ------- .67 :1.000/12 EAVE STRUT DEPTH (INCH) : 8.00 TOP FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** INSET RIGHT (FEET ) EAVE EXTN RIGHT (FT.) HORIZONTAL SPACING (FT.) .6670 .0000 2.4200 DEAD LOAD (PSF) : 2.000 LIVE LOAD (PSF):20.000 WIND VELOCITY PRESSURE (q): 16.400 PSF SPECIAL WIND COEFF.: .000 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.000 MAX. SHEAR OR BENDING UNITY CHECK :1.000 THIS EAVE STRUT RUN IS DESIGNED FOR AN ENCLOSED BUILDING SPAN LENGTH SECTION AREA MOMENT WIND DL + WL DL + LL -FT- NAME IN.SQ. INERTIA COEF (KLF) ------- (KLF) ------- -=-- 1 ------- .67 ------- 8ES14 ------- 1.358 ------- 13.96 ------- -1.5000 -.0549 .0531 2 19.33 8ES14 1.358 13.96 -1.1993 -.0429 .0531 3 19.33 8ES14 1.358 13.96 -1.1993 -.0429 .0531 4 .67 8ES14 1.358 13.96 -1.5000 -.0549 .0531 *** EAVE STRUT DESIGN *** JOB NAME: B985 **** DEAD + L'IVE LOAD **** ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 ..00! RS! -.01! .04! 7.68 4.58 ! .01 .00 .01! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL !' #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -.01! .51! 7.68 4.58 ! .11 .00 .11! 2!FM! 2.47! .00! 7.67 4.58 ! .00 .32 .32! -574 RS! .00! -.51! 7.68 4.58 ! .11 .00 .11! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .51! 7.68 4.58 ! .11 .00 .11! 3!FM! 2.47! .00! 7.67 4.58 ! .00 .32 .32! -574 RS! -.01! -.51! 7.68 4.58 ! .11 .00 .11! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- --=---------------------------------------------------------------------------- !LS! -.01! -.04! 7.68 4.58 ! .01 .00 .01! 4!FM! .00! .00! .00 .00 ! .00 .00 .00! RS! .00! .00! .00 .00 ! .00 .00 .00! 12. *** EAVE STRUT DESIGN *** JOB NAME: B985 13 **** DEAD + WIND LOAD **** ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES . ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! .00 .00'! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! RS! .01! -.04! 10.24 6.11 ! .01 .00 .01! --------7---------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .01! -.42! 10.24 6.11 ! .09 .00 .09! 2!FM! -2.00! .00! 4.11 6.11 ! .00 .49 .49! 710 RS! .00! .41! 10.24 6.11 ! .09 .00 .09! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------ !LS! .00! -.41! 10.24 6.11 ! .09 .00 .09! -2.00! .00! 4.11 6.11 ! .00 .49 .49! 710 _3!FM! RS! .01! .42! 10.24 6.11 ! .09 .00 .09! -=----------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------=------------------------------------------------------ !LS! .01! .04! 10.24 6.11 ! .01 .00 .01! 4!FM! .00! .00! .00 .00 ! .00 .00 .00! RS! .00! .00! .00 .00 ! .00 .00 .00! *** GIRT DESIGN *** FRONT SIDEWALL JOB NUMBER : B985 ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :20.,20. INSET LEFT (FEET) .6667 ROOF SLOPE N0. : 3.00/12 GIRT DEPTH (INCH) : 8.00 OUTSIDE FLANGE.BRACED AT 1.00 FEET *** DESIGN CRITERIA *** f t� INSET RIGHT (FEET) .6667 MAX. TRIBUTARY SPACING (FT.) 5.6667 GIRT CONDITION :FLUSH WIND VELOCITY PRESSURE (q): -16.40 PSF WIND LOAD PRESSURE COEFF. 1.20 WIND LOAD SUCTION COEFF. :- 1.20 MAX. COMBINED SHEAR AND BENDING UNITY CHECK : 1.0 MAX. SHEAR OR BENDING UNITY CHECK : 1.0 SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION N0. SPACING TRIB SPA , COEF COEF (KLF) (KLF) ---- 1 ------- • 19.3333 -------- 5.6667 -- 1.2000 - 1.2000 . 1115 -.1115 2 19.3333 5.6667 1.2000 -1.2000 .1115 -.1115 *** LOADING COMBINATION *** 1.. WLP 2. WLS GIRTS ARE CONNECTED USING LONG CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT ------ ------------ 1 18.7292 ------ .0000 ------- 8Z16' .0000 2 18.7292 .0000 8216 .0000 *** GIRT DESIGN *** FRONT SIDEWALL *** JOB NAME: B985 r LOADING COMBINATION y- WLP -------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .91! 7.96 4.88 ! .19 .00 .03! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! 3.68! .00! 7.96 4.88 ! .00 .46 .46! 285 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -2.59! -1.18! 7.96 4.88 ! .24 .33 .16! ---------------------------------------------=--------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -2.59! 1.18! 7.96' 4.88 ! .24 .33 .16! !LL! .00! 1 .00! .00 .00 ! .00 .00 .00! 2!FM! 3.68! .00! 7.96 4.88 ! .00 .46 .46! 285 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.91! 7.96 4.88 ! .19 .00 .03! *** GIRT DESIGN *** FRONT SIDEWALL *** JOB NAME: 'B985 LOADING COMBINATION'-- WLS ------------=------------------------------------------------------- SP!LO!MOMENT!._SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va).! SHEAR BEND COMB! -L/- ----'------t------ .LS .00 --------------------- 91. 7.96 4.88 i .19 .00 .03! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! -3.68! .00! 3.98 4.88 ! .00 .93 .00! 285 !RL! .00! .00! •.00 .00 ! .00 .00 .00! !RS! 2.59! 1.18! 7.96 4.88 ! .24 .33 .16! --------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma)' SHEAR(Va) ! SHEAR BEND COMB! -L/- -----------------------------------------I 2.59 -1.18. 7.96 4.88 .24 .33 .16! .LS !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -3.68! .00! 3.98 4.88 ! .00 .93 .00! 285 !RL! .00! .00!. .00 .00 ! .00 .00 .00! !RS! .00! 1 .91! 7.96 4.88 ! .19 .00 .03! r u *** GIRT DESIGN *** *** LEFT ENDWALL JOB NUMBER : B985 I ( OPTIMIZE SHORT ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :2@15.000 INSET LEFT (FEET) .8438 ROOF SLOPE N0. .00/12 GIRT DEPTH (INCH) : 8.00 OUTSIDE FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** INSET RIGHT (FEET) .8438 MAX. TRIBUTARY SPACING (FT.) : 5.6250 GIRT CONDITION :FLUSH WIND VELOCITY PRESSURE (q): -16.40 PSF WIND LOAD PRESSURE COEFF. : 1.20 WIND LOAD SUCTION COEFF. :- 1.20 MAX. COMBINED SHEAR AND BENDING UNITY CHECK : 1.0 MAX. SHEAR OR BENDING UNITY CHECK : 1.0 SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION N0. SPACING TRIB SPA COEF COEF (KLF) (KLF) ---- 1 ------- 14.1563 -------- 5.6250 -------- 1.2000 ------- -1.2000 -------- .1107 ------- -.1107 2 14.1563 5.6250 1.2000 -1.2000 .1107 -.1107 *** LOADING COMBINATION *** 1. WLP 2. WLS GIRTS ARE CONNECTED USING SHORT CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT ------------ 1 13.6146 ------ .0000 ------- 8Z16 ------ .0000 2 13.6146 .0000 8Z16 .0000 *** LEFT ENDWALL *** JOB NAME: B985 LOADING COMBINATION-- WLP is ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va)� ! SHEAR BEND COMB! -L/- !LS! .00! .75! 6.98 3.37 ! .22 .00 .05! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! 2:56! .00! 6.98 3.37 ! .00 .37 .37! 451 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! --------------------------------------------------- .00! -.75! 6.98 3.37 ! .22 .00 .05! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! 7--------------------------- UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .75! 6.98 3.37 ! .22 .00 .05! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM!' 2.56! .00! 6.98 3.37 ! .00 .37 .37! 451 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.75! 6.98 3.37 ! .22 .00 .05! *** GIRT DESIGN *** *** LEFT ENDWALL *** JOB NAME: B985 LOADING COMBINATION --.WLS ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K-FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.75! 6.98 3.37 ! .22 .00 .05! !LL! :00! .00! .00 .00 ! .00 .00 .00! 1!FM! -2.56! .00! 3.49 3.37• ! .00 .74 .00! 451 !RL! .00! .00! - .00 .00 ! .00 .00 .00! !RS! .00! .75! 6.98 3.37 ! .22 .00 .05! ---------------------------------------------------=--------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K-FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.75! 6.98 3.37 ! .22 .00 .05! !LL! - .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -2.56! .00! 3.49 3.37 ! .00 .74 .00! 451 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .75! 6.98 3.37 ! .22 .00 .05! **+ BRACING DESIGN *** JOB NUMBER : B985 (FULL OPTIMIZATION) *** GEOMETRIC DATA '** BAY SPACING (FEET) 2@20.00 BRACED TIER SPACES (FT) 2@15.00 FRONT EAVE HEIGHT (FEET): 12.0000 BACK EAVE HEIGHT (FEET) 12.0000 FRONT SIDE ROOF SLOPE 3.0000/12 FRONT SIDE TO RIDGE 15.0000 *** BRACING DATA **+ I RF BRACING TYPE DIAPHRAGM # BAYS LOCATION FS BRACING TYPE DIAPHRAGM # BAYS LOCATION BS BRACING TYPE DIAPHRAGM # BAYS LOCATION LE BRACING TYPE DIAPHRAGM # BAYS LOCATION RE BRACING TYPE DIAPHRAGM # BAYS LOCATION **" DESIGN CRITERIA +** WIND VELOCITY PRESS (q) 16.4000 PSF EDGE STRIP WIDTH (FEET) 20.000 INTERIOR COEFFICIENT,GCpR: 1.3000 EDGE STRIP COEFFICIENT,GCpX 1.3000 MAXIMUM UNITY CHECK RATIO: 1.0345 MAX. HORIZONTAL DEFLECTION .0000 *** LOADING COMBINATIONS *++ 1. WIND LOAD *** BRACING DESIGN JOB NUMBER : B985 *** ROOF BRACING *** -------------------------------------- 1 D I A P H R A G M A C T I O N I ------------------------ I I EAVE I LIN. FT. I'LIN. FT. I IWALLI FORCE I REQUIRED I AVAILABLE I -------------------------------------- IROOFI 2.37 1 17.81 1 40.00 1 DIAPHRAGM ACTION IS ADEQUATE -------------------------------------- *** BRACING DESIGN *** JOB NUMBER : B985 *** WALL BRACING *** *** FRONTSIDE *** -------------------------------------- I DI APHR•AGM ACT I ON I --------------------- I I EAVE I LIN. FT. I LIN. FT. I IWALLI FORCE I REQUIRED I AVAILABLE I -------------------------------------- I FS 1 2.22 1 16.68 1 40.00 1 -------------------------------------- *** BACKSIDE *** -------------------------------------- I D I A P H R A G M A C T I O N I -------------------------------------- I I EAVE I LIN. FT. I LIN. FT. I IWALLI FORCE I REQUIRED I AVAILABLE I ------------------------- I BS I 2.37 1 17.81 1 40.00 1 -------------------------------------- *** LEFT ENDWALL *** -------------------------------------- I D I A P H R A G M A C T I O N I -------------------------------------- I I_EAVE I LIN. FT. I LIN. FT. I IWALLI FORCE I REQUIRED I AVAILABLE I -------------------------------------- I LE 1 1.28 1 9.62 1 30.00 1 -------------------------------------- DIAPHRAGM ACTION IS ADEQUATE DIAPHRAGM ACTION IS ADEQUATE DIAPHRAGM ACTION IS ADEQUATE *** RIGHT ENDWALL *** -------------------------------------- 1 D I A P H R A G M A -C T I O N I -------------------------------------- I I SAVE I LIN. FT. I LIN. FT. I IWALLI FORCE I REQUIRED I AVAILABLE I -------------------------------------- 1 RE 1 1.28 1 9.62 1 30.00 1 DIAPHRAGM ACTION IS ADEQUATE ---=---------------------------------- Z-I uuJlvv wMMMIRr =■■r"■■■■■■■ ■a toln', 1 I= 10 I1 1■■■■■■■ �■ : VIF 3 AN ::i A=L:" November 24, 1986 Mr. David A. Fulton Metal Building Components, Inc. 14031 W. Hardy Houston, Tx. 77060 F,,,r, do JAk T4 P , 7S c,bta i.K. Nt: Ccs Re: Diaphragm Tables for Types R and M Panels Dear David: NO. 6847 P. 22 r. Enclosed are tables of allowable diaphragm shear strength values for MBCI's types R and M panels with three (3) and four (4) fasteners per 36" wide sheet. We ran the four (4) fastener pattern because it is a method of achieving significant increases in diaphragm strength and stiffness with little added system cost. The tables are based on the SDI "Diaphragm Design Manual", 1981 edition. The steel thicknesses used are nominal of gage and are exclusive of any paint, galvanizing, or other surface protection. The tabulated values are in pounds per lineal foot and may be used as allowable values. The column to the extreme left of the printout entitled "NO. OF FASTENERS", is the number of sidelap fasteners per span. An example will 'demonstrate how the values may be read. Consider type R - 26 gage on 5'-0" continuous spans. MBCI's standard pattern is three (3) fasteners per 36" wide sheet with sidelap fasteners at 18" on center. After locating the appropriate page, go to the table on the page with the � NO. OF SPANS= P. This table is applicable to all conditions of three or more spans. The number of sidelap fasteners per span is 60"/18" = 3.33. use three. The allowable value is therefore, 128 pounds per lineal foot. If you have difficulty reading the tables just give me a call. We hope .this provides the information you require. If we may be of further assistance please do not hesitate to call. Very truly yours, Donald R. Moody, P.1 Z-3 Msra[ Roof and Wall Systems 36", R -Panel & M -panel, 26 gauge (simple span) L� L1•f7 K2- 560.50 U'= &1/(Z.88+D/(1Z*span)+3*K1*span) 36", R -Panel & M -panel, 26 gauge (double span) ... _Lx.' - :-7'A^:�='�• StItC�1SSC!'CWSbeI�YE:eDSII O�'L4''w%+';":,.•;:3�;'".�: _�'�'`�s�?� - i f.s wwA'R (ey, q.. :.�•-r'- Jill4.l 1. :r. i[J<if' {i'�'' : i.:� Y '.'?tF��• •..:.r.••r� _ •'a'.'P. J'. ' �... -..A:: ..y ' y -300 .. .• .: G:ff •. t;. :4'=w 209 250 286 300 1 300 300 300 •300 300 :;A JAVAl53 159 197 231 250 250 250 250 250' 250 -�5- 119 154 189 200 200 200 200 200' 200 159 96 125 150 150 150 150 150 150 150 ^=.v' 80 1 105 130 130 1 130 1 130 130 130130 81 81 67 89 111 125 125 125 125 125 125 -62 0.134 0.481 0.355 0.281 0.233 0.199 0.173 0.154 0.138 0.125 L� L1•f7 K2- 560.50 U'= &1/(Z.88+D/(1Z*span)+3*K1*span) 36", R -Panel & M -panel, 26 gauge (double span) "— L1•!7 KZ= 560.50 V= KZ/(Z.88+D/(24*span)+3*K1*span) 36", R -Panel & M -panel, 26 gauge (triple span) 109 151 188 200 200 200 200 200 163 210 251 286 300 300 300 300 300 159 120 163 199 200 200 200 200 200 200 59 94 129 159 159 159 159 159 159 159 62 77 106 110 110 110 110 110 110 110_ 1 0.349 64 81 81 81 81 81 81 81 81 {... 55 0.641 T 62 0.435 62 0.329 62 0.265 62 0.222 62 0.190 62 0.167 62 ' 0.149 -62 0.134 "— L1•!7 KZ= 560.50 V= KZ/(Z.88+D/(24*span)+3*K1*span) 36", R -Panel & M -panel, 26 gauge (triple span) 109 151 188 200 200 200 200 200 200 86 121 154 159 159 159 159 159 159 70 99 110 110 110 110 110 110 110 59 81 81 81 81 81 81 81 81 51 1 62 1 62 62 62 62 62__1-62 1 62 _ 0.721 1 0.471 1 0.349 0.278 0.231 0.197 1 0.172 1 0.153 1 0.137 D=2149 G'= K2/(2.88+D/(40*span)+3*K1*span) K2= 560.50 Notes: 1) Values in tables are allowable Dianhmm shear loads, in PLF. 2) 3.0 factor of safety for values governed by Shear and 2.0 for values gov. by stability. 3) Values are only valid when the dictated MBCI fastener pattern is used. 4) Values are calculated using 1/4-14 stitch screws. 5) Values are calculated per the Steel Deck Institute Diaphragm Design Manual Second Edition 6) Values are for the panel attached to steel framing only. For wood framing contact MSCI. 7) Values in tables are for 3616 pattern at the ends & 36/4 pattern at interior suonorts ADVANCED ENGINEERING SERVICES SUITE 505 - A WKNRIVE PITTS GHT PARK ISM? PITTSBURGH. PA 15237 (412) 387 - 7890 STRUCTURAL REPORT OF NON -COMPOSITE SHEAR DIAPHRAGM USING "R".PANELS AND "M" PANELS Report No. MBCI-1 prepared for Metal Building Components, Inc.-4�- 14031 W. Hardy Houston, TX 77060 by Raymond M.L. Ting, Ph.D., P.E. Advanced Engineering Services 505A McKnight Park Drive Pittsburgh, PA 15237 Reporter's I.D. ICBO ES Report No. AA -627 �c-- November 25, 1998 ii TABLE 3 -ALLOWABLE DIAPHRAGM SHEAR AND SHEAR STIFFNESS' For Sk 1 VWhmX4 ffM 1 fM • 304.0 ffM I MAL a 14.50ft T kohodf" 975 kNfm. 'Sas FlOttra 4 for end4xpppt end ir�Ennwsdiate�uppod taatsrrrp pstlerr�s. sTM arrd)tkd krleawe nameyr allowed tar aSaMraele also stud notes used for resis4enoe to hodxorwe' tapes due to eertt *I" or wkai A ad* Wor of 2d was used for seismic bmiL *For I I - to - I I fawn due to win4 a safety factor of 235 was used. *3ee Tame 41or dis0hre01 de5edbn m o wwbna. MM%AM O Esc VMV SWO.W FASUWX 8MM VALY =4 &EM VA AZ=4 MWM aTVFk'UU G p. e,d, POW Two (bo SPACM 490 HEM EE131M6 mm Vow (PLF) G (Np pw kv*o "R" Panel 29 0.0133 s -0' -r -w -9-o• 20 as 94 3.127 28 0.0178 9$"-S-0 s.(r 12 218 .299 4.574 "R" Panel 26 0.0178 V-(r-W4r4V-Or" 12 252 288 4.574 ' 28 0.0178 R4• &.(r 12 387 391 4.574 28 0.0176 sv.w c' -5"-O" 20 122 130 "R" Panel 28 0.0178 6-(r-C-Cr4 -(r 20 189 180 _4.574 4.574 28 0.0178 T-4"-5'-0" 20 247 283 4.574 29 0.0133 S4)'$.0•.5!4r 12 138 145 2.809 "U" Panel 29 0.0133 v4 r -v -v -&-v 20 77 82 2.809 26 0.0176 5' -Or' -94m -w 12 200 213 4.109 "U" Panel 28 0.0176 8'-0'$-0"$-0" 12 233 248 4.109 28 0.0176 T -e -F -W 12 341 362 4.109 26 0.0178 S-O-V4r 4r 20 113 120 4.109 "U" Panel 28 0.0178 8'-0'$4"$-0' 20 157 167 4.109 28 0.0176 T-4'-Vr. . 20 229 244 4.109 For Sk 1 VWhmX4 ffM 1 fM • 304.0 ffM I MAL a 14.50ft T kohodf" 975 kNfm. 'Sas FlOttra 4 for end4xpppt end ir�Ennwsdiate�uppod taatsrrrp pstlerr�s. sTM arrd)tkd krleawe nameyr allowed tar aSaMraele also stud notes used for resis4enoe to hodxorwe' tapes due to eertt *I" or wkai A ad* Wor of 2d was used for seismic bmiL *For I I - to - I I fawn due to win4 a safety factor of 235 was used. *3ee Tame 41or dis0hre01 de5edbn m o wwbna. ea3� � 4e �� �� LIGHT GAGE STRUCTURAL INS 8=3-1 AXIAL LOAD TABLES LATERAL SUPPORT DISTANCE (FT) SECTION GAUGE 2 3 4 S 8 7 8 9 4 X 2 C 16 8.42 7.71 6.79 5.76 4.89 9.15 3.50 300 14 10.98 10.06 8.84 7.54 6.35 5.38 4.62 4.02 13 13.72 12.48 10.91 9.37 8.02 6.92 6.05 5.36 12 15.65 19.27 12.57 10.91 9.47 8.29 7.35 6.61 4 X 2.5 C 16 9.49 8.71 - 7.52 -6:33 - --5:33-- - 4.48 3.76 3.19 14 12.42 11.33 9.82 8.27 6.89 5.77 4.90 4.22 13 15.58 14.10 12.13 10.26 8.65 7.36 6.34 5.55 12 17.79 16.14 13.99 11.93 10.18 8.76 7.65 6.77 6 X 2.5 C 16 10.44 10.27 9.95 9.13 7.89 6.75 5.79 5.00 14-- 14.67 14.18 13.37 12.15-.i 10.58 9.12 7.87 6.85 13 18.98 18.36 17.34 15.83 13.89 12.06 10.50 9.21 12 22.70 21.96 20.77 19.03 16.79 14.68 12.86 11.21 7X 8.88 7.62 6.53 5.64 14 15.19 19.84 14.29 13.29 11.90 10.30 8.90 7.73 13 19.76 19.31 18.55 17.36 15.66 13.66 11.90 10.92 12 23.74 23.21 22.32 20.94 18.99 16.68 19.61 12.88 8 X 2 C 16 10.98 10.79 10.37 9.56 8.05 6.24 5.01 4.13 14 14.71 19.46 13.92 12.89 10.83 8.41 6.77 5.59 13 19.39 19.01 18.33 17.06 19.26 11.09 8.92 7.36 12 23.43 23.03 22.29 20.79 17.27 13.43 10.79 8.87 8 X 2.5 C 16 11.15 11.06 10.57 10.06 8.80 7.92 6.32 14 16.98 16.30 15.83 14.97 13.66 11.91 10.11 8.67 13 21.68 21.33 20.69 19.61 17.99 15.65 13.57 11.72 12 26.14 25.72 24.96 23.71 21.85 16.73 14.18 19. 9 X 2.5 C 16 11.71 11.42 11.27 10.97 10.51 9.66 7.95 6.53 14 17.19 17.03 16.72 16.08 14.78 13.05 10.67 8.79 13 23.02 22.73 22.15 21.10 19.98 17.27 14.04 11.58 12 27.80 27.96 26.78 25.56 23.68 20.90 17.01 14.02 10 X 2 C 16 11.66 11.52 11.17 9.69 7.59 5.90 4.75 3.94 14 15.65 15.48 15.03 13.06 10.26 8.01 6.98 5.37 13 20.66 20.43 19.87 17.26 13.61 10.65 8.62 7.15 12 25.12 24.86 29.19 21.03 16.58 12.98 10.51 8.71 10 X 2.5 C 16 11.72 11.46 11.33 11.08 10.65 9.63 7.75 6.37 14 17.22 17.09 16.84 16.35 15.15 12.91 10.43 8.60 13 23.07 22.85 22.39 21.98 19.98 16.99 13.77 11.37 12 27.91 27.65 27.10 26.04 29.24 20.61 16.72 13.82 12 X 2.5 C 14 18.06 17.98 17.72 16.78 14.87 12.36 NOTES 8.22 13 24.64 29.97 24.01 22.27 19.58 1 Axial loads are allowable concentric loads (KIPS) in the absence of bending moment. The weight of the section has not been subtracted from these values. 29.66 29.12 27.02 23.80 19.87 16.07 13.33 2 Maximum major axis support distance Is 12 feet for 4", 16 feet for 6'; 18 feet for T, 8", and 9"; and 20 feet for 10' and 12". 3 Allowable loads have been calculated in accordance with the 1986 edition of AISI specifications. These values are valid only If the compression flange is supported at the specified lateral support distance. For special conditions contact an LGSI member to obtain allowable loads. 4 Allowable loads assume the use of plates or clips at supports which will effectively transfer support loads directly to the centroid of the member. 5 Refer to sample calculations for example of use of axial load tables. 8=3-1 2.5 C 16 10.65 10.53 10.31 9.89 8.88 7.62 6.53 5.64 14 15.19 19.84 14.29 13.29 11.90 10.30 8.90 7.73 13 19.76 19.31 18.55 17.36 15.66 13.66 11.90 10.92 12 23.74 23.21 22.32 20.94 18.99 16.68 19.61 12.88 8 X 2 C 16 10.98 10.79 10.37 9.56 8.05 6.24 5.01 4.13 14 14.71 19.46 13.92 12.89 10.83 8.41 6.77 5.59 13 19.39 19.01 18.33 17.06 19.26 11.09 8.92 7.36 12 23.43 23.03 22.29 20.79 17.27 13.43 10.79 8.87 8 X 2.5 C 16 11.15 11.06 10.57 10.06 8.80 7.92 6.32 14 16.98 16.30 15.83 14.97 13.66 11.91 10.11 8.67 13 21.68 21.33 20.69 19.61 17.99 15.65 13.57 11.72 12 26.14 25.72 24.96 23.71 21.85 16.73 14.18 19. 9 X 2.5 C 16 11.71 11.42 11.27 10.97 10.51 9.66 7.95 6.53 14 17.19 17.03 16.72 16.08 14.78 13.05 10.67 8.79 13 23.02 22.73 22.15 21.10 19.98 17.27 14.04 11.58 12 27.80 27.96 26.78 25.56 23.68 20.90 17.01 14.02 10 X 2 C 16 11.66 11.52 11.17 9.69 7.59 5.90 4.75 3.94 14 15.65 15.48 15.03 13.06 10.26 8.01 6.98 5.37 13 20.66 20.43 19.87 17.26 13.61 10.65 8.62 7.15 12 25.12 24.86 29.19 21.03 16.58 12.98 10.51 8.71 10 X 2.5 C 16 11.72 11.46 11.33 11.08 10.65 9.63 7.75 6.37 14 17.22 17.09 16.84 16.35 15.15 12.91 10.43 8.60 13 23.07 22.85 22.39 21.98 19.98 16.99 13.77 11.37 12 27.91 27.65 27.10 26.04 29.24 20.61 16.72 13.82 12 X 2.5 C 14 18.06 17.98 17.72 16.78 14.87 12.36 9.94 8.22 13 24.64 29.97 24.01 22.27 19.58 16.33 13.18 10.92 12 29.87 29.66 29.12 27.02 23.80 19.87 16.07 13.33 n May 31, 2000 SIMPSON STEEL BUILDING COMPANY PO DRAWER 272 COLUMBUS, KS 66725 PHONE: 1-800-255-7624 RE: JOB#00-1144 BUILDING SIZE: 30x40x12 TRUSS FRAME JOBSI TE: CHICO, CA Dear sirs: This is to certify that the above referenced building is designed in accordance with the Ninth Edition of the American Institute of Steel Construction (AISC) "Manual of Steel Construction" and the 1986 Edition of American Iron and Steel Institute (AISI) "Cold Formed Steel Design Manual" for the following loads: Governing Code for application of design loads for UBC 97 Dead Load .............weight of metal building structure only as supplied by SIMPSON STEEL BUILDING COMPANY Live Load ................ 20 PSF • V Wind Load ............. 80 MPH Seismic Zone......... 4 Exposure ............... C This Letter of Certification applies solely to the steel building and its component parts as furnished by COMPANY and specifically excludes any foundation, masonry or 0 DESIGN CALCULATIONS SIMPSON STEEL BUILDING COMPANY 405 WEST OAK COLUMBUS, KS 66725 DENNIS RUPP CHICO, CA JOB# 00-1144B9V 30 X 40X 12 LIVE LOAD =20 PSF DEAD LOAD = 4PSF WIND LOAD =80 MPH, EXP "C" Seismic zone = 4 YBC 11?7 oU I ( E CUury I') SUILDINGWDEPARTME10 JOB TITLE �� - `/ l/ PID DESCRIPTION "PyR�I N : Qr� r 8C ffAvE S r Rur SES 144 6A 612)6_14AZZI GIAT : l BOTH BhYS S F l6 @�7r-X- ,467NDAIA44 X-:lvnwa/.i c 10 cin JOB NO. Qn 1 1 - QUOTE QUOTE NO. RL?Rl�- DESIGNED BY !V CHK'D BY DATE o `7-2000 SHEET N A /,�,r ?in cA 2-614 .01 s JOB TITLE �+//►' / V-%e���l�� DESCRIPTION lz 31 83C 12 -CA i - 58"�MVc JOB NO. QUOTE NO. cl %C-4-) DESIGNED Ry-(f/WCHK'D 0 BY- DAW :7 -6V SHEET NC C;YA4m IDGE OX212C 166A *** PURLIN DESIGN *** JOB NUMBER : B985 3 ( ANALYSIS ONLY ). *** GEOMETRIC DATA *** BAY SPACING (FEET) :20.,20. INSET LEFT (FEET) .667 PURLIN EXTN LEFT (FT.): .00000 ROOF SLOPE :3.000/12 PURLIN DEPTH (INCH) : 8.00 TOP FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** INSET.RIGHT (FEET) .667 PURLIN EXTN RIGHT (FT.) .00000 HORIZONTAL SPACING (FT.): 4.83000 DEAD LOAD (PSF) 2.00 LIVE LOAD (PSF): 20.00 WIND VELOCITY PRESSURE (q): 16.400 PSF SPECIAL WIND COEFF.: -1.20 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.000 MAX. SHEAR OR BENDING UNITY CHECK :1.000 MAX. DEFLECTION LIMIT PER SPAN : L/180. *** LOADING COMBINATION *** 1. DL+LL 2. DL+WL *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP WIND DL + WL DL + LL # LENGTH LEFT SECTION RIGHT COEF (KLF) (KLF) ---- 1 -------- .6670 ------ 0000 ------- 8Z16 ------- .0000 -1.2000 -.0886 .1031 2 19.3330 .0000 8Z16 1.3125 -1.2000 -.0886 .1031 3 19.3330 1.0000 8216 .0000 -1.2000 -.0886 .1031 4 .6670 .0000 8Z16 .0000 -1.2000 -.0886 .1031 *** PURLIN DESIGN *** JOB NAME: B985 LOADING COMBINATION--•DL+LL rl -----------------------------------------------_-------------------------------- SP!LO!MOMENT! SHEAR!, ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! 5.23 2.53 ! .00 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -.02! -.07! 5.23 2.53 ! .03 .00 .00! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- • !LS! -.02! .75! 5.23 2.53 ! .30 .00 .09! !LL! .00!• .00! .00 .00 ! .00 .00 .00! 2!FM! 2.70! .00! 5.23 2.53 ! .00 .52 .52! 424 !RL! -3.26! -1.11! 5.22 2.53 ! .44 .62 .58! !RS! -4.81! -1.24! 10.47 5.05 ! .25 .46 .27! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -4.81! 1.24! 10.47 5.05 ! .25 .46 .27! !LL! -3.61! 1.14! 5.22 2.53 ! .45 .69 .68! 3!FM! 2.70! .00! 5.23 2.53 ! .00 .52 .52! 424 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -.02! -.75! 5.23 2.53 ! .30 .00 .09! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- --•----------------------------------------------------------------------------- !LS! -.02! .07! 5.23 2.53 ! .03 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 4!FM! .00! .00! .00 .00 ! .00 .00 .00! !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .00! .00 .00 ! .00 .00 .00! *** PURLIN DESIGN "" JOB NAME: B985 LOADING COMBINATION--•DL+WL ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! 6.98 3.37 ! .00 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! !RL!- .00! .00! .00 .00 ! .00 .00 .00! !RS! .02! .06! 6.98 3.37 ! .02 .00 .00! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS!, .02!' -.64! 6.98 3.37 ! .19 .00 .04! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -2.32! .00! 4.88 3.37 ! .00 .47 .00! 494 !RL! 2.80! .95! 6.98 3.37 ! .28 .40 .24! !RS! 4.13! 1.07! 13.96 6.74 ! .21 .30 .13! --------------------7---------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- --------------------------------------------=---------------------------------- !LS! 4.13! -1.07! 13.96 6.74 ! .21 .30 .13! !LL! 3.10! -.98! 6.98 3.37 ! .29 .44 .28! 3!FM! -2.32! .00! 4.88 3.37 ! .00 .47 .00! 494 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .02! .64! 6.98 3.37 ! .19 .00 .04! -=----------------------------------------------------------------------------- .SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- -=----------------------------------------------------------------------------- !LS! .02! -.06! 6.98 3.37 ! .02 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 4!FM! .00! .00! .00 .00 ! .00 .00 .00! !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .00! .00 .00 ! .00 .00 .00! *** ENDWALL DESIGN *** *** LEFT ENDWALL *** *** ENDWALL RAFTER *** JOB NUMBER : B985 ( ANALYSIS ONLY ) *** GEOMETRIC DATA *** ENDWALL COLUMN SPACING: 2@15.000 ENDWALL COLUMN SPACING: ENDBAY (FEET) :20.0000 FRONT SIDE CANOPY (FT): .0000 FRONT SIDE ROOF SLOPE : 3.00/12 PURLIN SPACING (FEET) : 5.154 *** DESIGN CRITERIA *** PURLIN EXTN. (FEET) BACK SIDE CANOPY (FT) BACK SIDE ROOF SLOPE E .0000 .0000 3.00/12 DEAD LOAD (PSF) 3.000 LIVE LOAD (PSF) 20.000 WIND VELOCITY PRESS(q): 16.400 PSF BUILDING CONDITION (E,P,O): E SPCL. GCp @ ENDBAY/2 : -1.200 SPCL. GCp @ OVERHANG . -1.200 SHEAR OR BENDING LIMIT: 1.000 RAFTER DEFLECTION LIMIT : L/180. *** LOADING COMBINATION *** 1. DL+LL 2. DL+WL *** LOADING *** ANALYSIS GCp PURLIN GCpX DL+WL DL+LL SPAN LENGTH ENDBAY/2 COEF. EXTN. COEF. (KLF) (KLF) OH 1.0308 10.0000 -1.2000 0000 -1.2000 -.1677 .2231 1 14.4309 10.0000 -1.2000 .0000 -1.2000 -.1677 .2231 2 14.4309 10.0000 -1.2000 .0000 -1.2000 -.1677 .2231 OH 1.0308 10.0000 -1.2000 .0000 -1.2000 -.1677 .2231 *** DESIGN RESULTS *** MEM SIZE LENGTH 1 10X3.5C12 14.4309 2 10X3.5C12 '14.4309 *** RAFTER DESIGN *** *** LEFT ENDWALL *** ,JOB NAME: B985 lT I LOADING COMBINATION -- DL+LL MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K-FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 1 ! 1 !**! -.12! 1.22! 14.23! 10.87! .11! .01! "l !FM! 3.21! .00! 14.23! 10.87! .00! .23! 1709 ! 1 !**! 5.75! -2.00! 14.23! 10.87! .18! .40! ----------------------------------------------------------------------------- MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K-FT! KIP ! MOMENT SHEAR ! SHEAR• BEND ! -L/- ------------------------------------------------------------------------------ 2 ! 2 !**! -5.75! 2.00! 14.23! 10.87! .18! .40! ! 2 !FM! 3.21! .00! 14.23! 10.87! .00! .23! 1709 ! 2 !**! .12! -1.22! 14.23! 10.87! .11! .01! A' *** RAFTER DESIGN *** *** 'LEFT ENDWALL *** JOB ,NAME:- B985 LOADING COMBINATION -- DL+WL ----------------------------------------------------------------- MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- --------------------------- 1 ! 1 !**! .09! -.92! 18.98! 14.49! .08! .00! ! 1 !FM! -2.42! .00! 14.92! 14.49! .00! .16! 2289 ! 1 !**! -4.32! 1.50! 18.98! 14.49! .14! .23! --------------------------------------------------------------------- MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR. BEND ! -L/- ------------------------ 2 ! 2 !**! 4.32! -1.50! ----------------------------------------------------- 18.98! 14.49! .14! .23! ! 2 !FM! -2.42! .00! 14.92! 14.49! .00! .16! 2289 2 !**! -.09! .92! 18.98! 14.49! .08! .00! A' *+* COLUMN DESIGN *** ++* LEFT ENDWALL *`+ JOB NUMBER : 8985 ( ANALYSIS ONLY ) ++ GEOMETRIC DATA +** BAY SPACING (FEET) 2@15.000 BAY SPACING (FEET) FS EAVE HEIGHT (FEET) 12.00 BS EAVE HEIGHT (FEET) 12.00 FS TO RIDGE (FEET) 15.000 FS ROOF SLOPE 12 3.00 END FRAME (BF,MF) : BF GIRT CONDITION FLUSH PURLIN DEPTH.(INCHES) 8.00 RAFTER DEPTH (INCHES) 8.000 ENDWALL BRACING TYPE D # BAYS 0 LOCATION +*+ DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): 16.40 PSF BUILDING COND. (E,P,O): E -- SPCL.EW COL.PRES.COEF.: 1.200 SHEAR + BENDING LIMIT : 1.00 SHEAR OR BENDING LIMIT 1.0 +** LOADING COMBINATIONS +*+ 1.DL+LL 2.DL+WLP 3.DL+WLS +** DESIGN RESULTS AND WIND LOADING *++` COL SECTION ANAL. TRIB. MIDSPAN PRESSURE SUCTION PRESSURE SUCTION # SIZE LENGTH SPACING HEIGHT COEF. COEF. ------- (KLF) -------- (KLF) ------- ----------- ------ 1 8X3.5C12 11.536 ------- --------------- 7.500 12.938 1.200 -1.200 .148 -.148 2 8X3.5C12 15.041 15.000 15.750 1.200 -1.200 .295 -.295 3 8X3.5C12 11.536 7.500 12.938 1.200 -1.200 .148 -.148 �LEFT�ENDWALL JOB NAME: B985 m�++" COLUMN NUMBER : 1 SIZE 8X3.5C12 "" G1 (FEET) = 7.250 ( I I AXIAL, BENbING I<----- ALLOWABLE FORCES----->I<---UNITY CHECK ---->1 COMB I MAX LOADI I FORCE MOMENT 1. AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips IAXIAL FLGE. FLGE. ( CHECK I L/ ---- I ---- I ------- --------i------- ------ ------ -----I----- ----- ------I-------I---- 1' I FM 1 1.45 .48 1 30.28 10.43 9.33 19.521 .05 .05 .05 1 .10 1 1 I G1 1 1.45 .48 1 26.46 10.43 8.82 19.521 .05 .05 .05 1 .11 1 2 I FM 1 -1.09 -2.82 I. 77.59 13.91 12.45 26.021 -.01 .20 .23 1 .24 1 2 I G1 1 -1.09 -2.82 i 77.59 13.91 11.76 26.021 -.01 .20 .24 1 .25 1 3 1 FM 1 -1.09 2.09 1 77.59 13.91 12.45 26.021 -.01 .15 .17 1 .15 11196 3 1 G1 1 -1.09 2.09 1 77.59 13.91 11.76 26.021 -.01 .15 .18 1 .16 I - COLUMN NUMBER : 2 SIZE : BX3.5C12 *** G1 (FEET) = 7.250 1 1 AXIAL BENDING .1<----- ALLOWABLE FORCES----->I<---UNITY CHECK ---->I' COMB I MAX LOADI I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips IAXIAL FLGE. FLGE. I CHECK I L/ ----I ---- I ------- -------- I ------ ------ ----------- I ----- ----- ------ ------- 1 1 FM 1 4.00 1.33 128.54 10.43 9.33 19.521 .14 .13 - .14 1 .28 1 1 1 G1 1 4.00 .64 1 24.94 10.43 9.53 19.521 .16 .06 .07 I .23 1 2 1, FM I -3.01 -9.35 1 77.59 13.91 12.45 26.021 -.04 .67 .75 1 .79 1-269 2 I G1 1 -3.01 -8.82 1 77.59 13.91 12.71 26.021 -.04 .63 .69 1 .73 1 3 1 FM,1 -3.01 7.85 1 77.59 13.91 12.45 26.021 -.04 .56 .63 1 .59 1 269 3 1 G1 1 -3.01 7.85 1 77.59 13.91 12.71 26.021 -.04 .56 .62 1 .58 1 - COLUMN NUMBER : 3 SIZE : 8X3.5C12 '*' G1 (FEET) = 7.250 I I AXIAL LOADI I FORCE COMBILOC I kips 1 1 FM 1 1.45 1 I G1 1 1.45 2 1 FM 1 -1.09 2 1 G1 1 -1.09 3 1 FM 1 -1.09 3 1.'G1 1 -1.09 BENDING I<----- ALLOWABLE FORCES----->i<---UNITY CHECK ---->1 COMB I MAX MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF kip -ft I kips kip -ft kip -ft kips (AXIAL FLGE. FLGE. I CHECK I L/ --------I------ ------ ----------- I ----- ----- ------ I ------- I ---- .48 130.28 10.43 9.33 19.521 .05 .05 .05 1 .10 1 .48 126.46 10.43 8.82 19.521 .05 .05 .05 1 .11 1 -2.82 1 77.59 13.91 12.45 26.021 -.01 .20 .23 1 •24 1 -2.82 1 77.59 13.91 11.76 26.021 -.01 .20 .24 1 .25 1 2.09 1 77.59 13.91 12.45 26.021 -.01 .15 .17 1 .15 11196 2.09 1 77.59 13.91 11.76 26.021 -.01 .15 .18 1 .16 1 1 D *** EAVE STRUT DESIGN- *** JOB NUMBER : B985 ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :20.,20. BAY SPACING (FEET) WIND INSET LEFT (FEET) . .6670 EAVE EXTN LEFT (FT.) .0000 ROOF SLOPE INERTIA :1.000/12 EAVE STRUT DEPTH (INCH) : 8.00 INSET RIGHT (FEET ) .6670 EAVE EXTN RIGHT (FT.) .0000 HORIZONTAL SPACING (FT.) : 2.4200 TOP FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** DEAD LOAD (PSF) 2.000 LIVE LOAD (PSF):20.000 WIND VELOCITY PRESSURE (q): 16.400 PSF SPECIAL WIND COEFF.: .000 MAX. COMBINED SHEAR AND BENDING UNITY.CHECK :1.000 MAX. SHEAR OR BENDING UNITY'CHECK :1.000 THIS EAVE STRUT RUN IS DESIGNED FOR AN ENCLOSED BUILDING SPAN LENGTH SECTION 'AREA MOMENT WIND DL + WL DL + LL -FT= NAME IN.SQ. INERTIA COEF (KLF) (KLF) ---- 1 67 ------- 8ES14 ------- 1.358 13.96 -1.5000 -.0549 .0531 2 19.33 8ES14 .1.358 13.96 -1.1993 -.0429 .0531 3 19.33 8ES14 1.358 13.96 -1.1993 -.0429 .0531 4 .67 8ES14 1.358 13.96 -1.5000 -.0549 .0531 *** EAVE STRUT DESIGN *** JOB NAME: B985 12. **** DEAD + LIVE LOAD **** ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! RS! -.-01! .04! 7.68 4.58 ! .01 .00 .01! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -.01! .51! 7.68 4.58 ! .11 .00 .11! 2!FM! 2.47! .00! 7.67 4.58 ! .00 .32 .32! -574 RS! .00! -.51! 7.68 4.58 ! .11 .00 .11! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! ,.51! 7.68 4.58 ! .11 .00 .11! 3!FM! 2.47! .00! 7.67 4:58 ! .00 .32 .32! -574 RS! -.01! -.51! 7.68 4.58 ! .11 .00 .11! --------7---------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -.01! -.04! 7.68 4.58 ! .01 .00 .01! 4!FM! .00! .00! .00 .00 ! .00 .00 .00! RS! .00! .00! .00 .00 ! .00 .00 .00! *** EAVE STRUT DESIGN *** JOB NAME:. B985 **** DEAD + WIND LOAD **** 13 --------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE I --------------------------------- FORCES ! UNITY CHECKS ! DEFL !•#! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! RS! .01! -.04! 10.24 6.11 ! .01 .00 .01! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ---------------------------------------------------------------------------- .!LS! .01! -.42! 10.24 6.11 ! .09 .00 .09! 2!FM! -2.00! .00! 4.11 6.11 ! .00 .49 .49! 710 RS! .00! .41! 10.24 6.11 ! .09 .00 .09! --------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma). SHEAR(Va) ! SHEAR BEND COMB! -L/- ----------------------------------------------------------------------------- !LS! .00! -.41! 10.24 6.11 ! .09 .00 .09! .3!FM! -2.00! .00! 4:11 6.11 ! .00 .49 .49! 710 RS! .01!' .42! 10.24 6.11 ! .09 .00 .09! ----------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------ !LS! .01! .04! 10.24 6.11 ! .01 .00 .01! 4!FM! .00! .00! .00 .00 ! .00 .00 .00! RS! .00! .00!- .00 .00 ! .00 .00 .00! *** GIRT DESIGN *** FRONT SIDEWALL JOB NUMBER : B985 ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** BAY SPACING (FEET)- :20.,20. INSET LEFT (FEET) .6667 ROOF SLOPE : 3.00/12 GIRT DEPTH (INCH) : 8.00 OUTSIDE FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** q - INSET RIGHT (FEET) .6667 MAX. TRIBUTARY SPACING (FT.) : 5.6667 GIRT CONDITION :FLUSH WIND VELOCITY PRESSURE (q): -16.40 PSF WIND LOAD PRESSURE COEFF. : 1.20 WIND LOAD SUCTION COEFF. :- 1.20 MAX. COMBINED SHEAR AND BENDING UNITY CHECK : 1.0 MAX. SHEAR OR BENDING UNITY CHECK : 1.0 SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION NO. SPACING TRIB SPA COEF COEF (KLF) (KLF) ---- 1 ------- 19.3333 -------- 5.6667 -------- 1.2000 - 1.2000 _ 1115 - .1115 2 19.3333 5.6667 1.2000 -1.2000 .1115 -.1115 *** LOADING COMBINATION *** 1. WLP 2 . . WLS GIRTS ARE CONNECTED USING LONG CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT 1 18.7292 .0000 8Zlb' .0000 2 18.7292 .0000 8Z16 .0000 *** GIRT DESIGN xxx *** FRONT'SIDEWALL *** JOB NAME: B985 LOADING COMBINATION -- WLP ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .91! 7.96 4.88 ! .19 .00 .03! !LL! .DO! .00! .00 .00 ! .00 .00 .00! 1!FM! 3.68! .00! 7.96 4.88-- ! .00 .46 .46! 285 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -2.59! -1.18! 7.96 4.88 ! .24 .33 .16! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES !' UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -2.59! 1.18! 7.96 4.88 ! .24 .33 .16! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM!' 3.68! .00! 7.96 4.88 ! .00 .46 .46! 285 !RL! •.00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.91! 7.96 4.88 ! .19 .00 .03! *** GIRT DESIGN *** FRONT SIDEWALL *** JOB NAME: B985 LOADING COMBINATION -- WLS ---------- 7-------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! ----------------------------------- SHEAR BEND COMB! -L/- -------------------------------------------- !LS! .00! -.91! 7.96 4.88 ! .19 .00 .03! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! -3.68! .00! 3.'98 4.88 ! .00 .93 .00! 285 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! 2.59! 1.18! 7.96 4.88 ! .24 .33 .16! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! 2.59! -1.18! 7.96 4.88 ! .24 .33 ..16! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -3.68! .00! 3.98 4.88 ! .00 .93 .00! 285 !RL! .00! .00! .00 .00 ! .00 .00 .00! ,!RS! .00! .91! 7.96 4.88 ! .19 .00 .03! *** GIRT DESIGN *** *** LEFT ENDWALL *** 17 JOB NUMBER : B985 ( OPTIMIZE SHORT ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :2@15.000 INSET LEFT (FEET) .8438 INSET•RIGHT (FEET) .8438 ROOF SLOPE .00/12 MAX. TRIBUTARY SPACING (FT.) : 5.6250 GIRT DEPTH (INCH) 8.00 GIRT CONDITION :FLUSH OUTSIDE FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): -16.40 PSF WIND LOAD PRESSURE COEFF. 1.20 WIND LOAD SUCTION COEFF. :- 1.20 MAX. COMBINED SHEAR AND BENDING UNITY CHECK : 1.0 MAX. SHEAR OR BENDING UNITY CHECK : 1.0 SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION N0. SPACING TRIB SPA COEF COEF (KLF) (KLF) ------- ---- 1 ------- 14.1563 -------- 5.6250 -------- 1.2000 ------- -1.2000 -------- .1107 -.1107 2 14.1563 5.6250 ' 1.2000 -1.2000 .1107 -.1107 *** LOADING COMBINATION *** 1. WLP 2. WLS GIRTS ARE CONNECTED USING SHORT CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT ------ ------------ 1 - 13.6146 ------ .0000 ------- 8Z16 .0000 2 13.6146 .0000 8Z16 .0000 1.71 P1 LL✓1 VLY *** LEFT ENDWALL *** JOB NAME: B985 LOADING COMBINATION -- WLP ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ' ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .75! 6.98 3.37 ! .22 .00 .05! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! 2:56! .00! 6.98 3.37 ! .00 .37 .37! 451 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.75! 6.98 3.37 ! .22 .00 .05! --------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! 7--------------------------- UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .75! 6.98 3.37 ! .22 .00 .05! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! 2.56! .00! 6.98 3.37 ! .00 .37 .37! 451 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.75! 6.98 3.37 ! .22 .00 .05! *** GIRT DESIGN *** *** LEFT ENDWALL *** JOB NAME: B985 LOADING COMBINATION --.WLS -------------- SP!LO!MOMENT! ---------------------------------------------------------------- SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K-FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.75! 6.98 3.37 ! .22 .00 .05! !LL! '00! .00! .00 .00 ! .00 .00 .00! 1!FM! -2.56! .00! 3.49 3.37 ! .00 .74 .00! 451 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .75! 6.98 3.37 ! .22 .00 .05! ---------------------------------------------------- SHEAR! ALLOWABLE FORCES ! -------------------- UNITY CHECKS ! DEFL ! #! K-FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.75! 6.98 3.37 ! .22 .00 .05! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -2.56! .00! 3.49 3.37 ! .00 .74 .00! 451 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .75! 6.98 3.37 ! .22 .00 .05! *** BRACING DESIGN *** JOg NUMBER : B985 (FULL OPTIMIZATION) % *** GEOMETRIC DATA BAY SPACING (FEET) 2@20.00 BRACED TIER SPACES (FT) 2@15.00 FRONT EAVE HEIGHT (FEET): 12.0000 BACK EAVE HEIGHT (FEET) 12.0000 FRONT SIDE ROOF SLOPE 3.0000/12 FRONT SIDE TO RIDGE 15.0000 *** BRACING DATA *** RF BRACING TYPE DIAPHRAGM # BAYS LOCATION FS BRACING TYPE DIAPHRAGM # BAYS LOCATION BS BRACING TYPE DIAPHRAGM # BAYS LOCATION LE BRACING TYPE DIAPHRAGM # BAYS LOCATION RE BRACING TYPE DIAPHRAGM # BAYS LOCATION *** DESIGN CRITERIA *** WIND VELOCITY PRESS (q) : 16.4000 PSF EDGE STRIP WIDTH (FEET) 20.000 INTERIOR COEFFICIENT,GCpR: 1.3000 EDGE STRIP COEFFICIENT,GCpX 1.3000 MAXIMUM UNITY CHECK RATIO: 1.0345 MAX. HORIZONTAL DEFLECTION .0000 *** LOADING COMBINATIONS *** 1. WIND LOAD *+* BRACING DESIGN JOB NIMBER : B985 **+ ROOF BRACING *** ------------------------ I D D I A P H R A G M A C T I O N I ------------------- I I EAVE I LIN. FT. 1 LIN. FT. I IWALLI FORCE I REQUIRED I -AVAILABLE I -------------------------------------- IROOFI 2.37 1 17.81 1 40.00 1 DIAPHRAGM ACTION IS ADEQUATE -------------------------------------- BRACING DESIGN **+ ` JOB NUMBER : B985 **+ WALL BRACING +*+ *++ FRONTSIDE **+ -------------------------------------- I D I A P H R A G M A C T I O N 1 -------------------------------------- I I EAVE I LIN. FT. I LIN. FT. I IWALLI FORCE I REQUIRED I AVAILABLE I -------------------------------------- I FS I 2.22 1 16.68 I 40.00 1 DIAPHRAGM ACTION IS ADEQUATE -------------------------------------- BACKSIDE *** -------------------------------------- I D I A P H R A G M A C T I O N I -------------------------------------- I I EAVE - I LIN. FT. I LIN. FT. I. IWALLI FORCE I REQUIRED I AVAILABLE I --------------------------------------- I BS 1 2.37 1 17.81 1 40.00 1 DIAPHRAGM ACTION IS ADEQUATE -------------------------------------- *** LEFT ENDWALL *** -------------------------------------- I D I A P H R A G M A C T I O N I -------------------------------------- I I EAVE I LIN. FT. I LIN. FT. I IWALLI FORCE I REQUIRED I AVAILABLE I -------------------------------------- I LE 1 1.28 1 9.62 1 30.00 1 -------------------------------------- *** RIGHT ENDWALL *** -------------------------------------- 1 D I A P H R A G M A C T I O N I -------------------------------------- I I SAVE I LIN. FT. I LIN. FT. I IWALLI FORCE I REQUIRED I AVAILABLE I --------------------------------------. I RE -1 1.28 1 9.62 1 30.00 1 -------------------------------------- DIAPHRAGM ACTION IS ADEQUATE DIAPHRAGM ACTION IS ADEQUATE I Ill AM Li. iuuy 0-.DIRU 14"1 gvuU 10 -jai moacy consuLTAnTs, inc. P.O. BOX 553 GRAPEVINE, TEXAS 75051 . (817) 481-1331 November 24, 1986 a .7S t,b� 1� 11JssL C.�CS • ' Mr. David A. Fulton Metal Building Components, Inc. v 14031 W. Hardy Houston, Tx. 77060 Re: Diaphragm Tables for Types R and M Panels Dear David: NU. b647 P. 1 22 Enclosed are tables of allowable diaphragm shear strength values for MBCI's types R and M panels with three (3) and four (4) fasteners per 36" wide sheet. We ran the four (4) fastener pattern because it is a method of achieving significant increases in diaphragm strength and stiffness with little added system cost. The tables are based on the SDI "Diaphragm Design Manual", 1981 edition. The steel thicknesses used are nominal of gage and are exclusive of any paint, galvanizing. or other surface protection. The tabulated values are in pounds per lineal foot and may be used as allowable values. The column to the extreme left of the printout entitled "NO. OF FASTENERS", is the number of sidelap fasteners per span. An example will tremonstrate how the values may be read. Consider type R - 26 gage on 5'-0" continuous spans. MBCI's standard pattern is three ()) fasteners per 36" wide sheet with sidelap fasteners at 18" on center. After locating the appropriate page, go to the table on the page with the ANO. OF SPANS= 3". This table is applicable to all conditions of three or more spans. The number of sidelap fasteners per span is 60"/18" a 3.33. use three. The allowable value is therefore, 128 pounds per lineal foot. If you have difficulty reading the tables just give me a call. We hope .this provides the information you require. If we may be of further assistance please do not hesitate to call. _ Very _truly yours.-- _ Donald R. Moody, P.E -:- 9--m 6-1 ® z3 Metal Roo' and Wall systems 36", R -Panel & M -panel, 26 gauge (simple span) L— G14y K2= 560.50 G'= K2/(2.88+D/(12*span)+3*K1*span) 36", R -Panel & M -panel, 26 gauge (double span) o satcli screws tiet�vee §u o �w �' ;`� `,Y: :•J ewe '1' �4J,f11.: .i" ��' .RsltR.l 4 •IX..•••�T !.... IsiMJLL Vr.t� .:ice �.:.IF��- -teams-'P, ✓, .. �, •rw Ylii�O '. y�,.��`=EfJiiR- Y. ` .�`�"�i 209 250 286 300 300 300 300 .300 300 �,.ys. _. 153 197 231 250 250 250 250 250' 250 300 119 154 189 200 200 200 200 200' 200 : ; ai _ •s'"'r�:�° 96 125 150 150 150 150 150 150 150 44rM 80 105 130 130 130 130 130 1 130 130 7MMI 67 89 111 125 125 125 125 125 125 81 81 0.355 0.281 0.233 0.199 0.173 0.154 0.138 0.125 L— G14y K2= 560.50 G'= K2/(2.88+D/(12*span)+3*K1*span) 36", R -Panel & M -panel, 26 gauge (double span) +i— 6147 K2= 560.50 G'= K21(Z.88+D/(24*span)+3*K1*span) - 36", R -Panel &-M-panel, 26-ga-uge (triple span) - -- --- 146 195 238 275 300 300 300 300 300 109 151 188 200 200 200 200 200 200 86 121 163 210 251 286 300 300 300 '300 300 110 110 163 199- 200 200 200 200 200 200 81 94 129 159 l59 159 159 159 159 159 ASM 77 106 110 110 110 110 110 110 110_ = 64 81 81 81 81 81 81 81 81 62 11 62 62_1 62 62 -62 t:K3:; 0.641 1 0.435 0.329 0.265 1 0.222 1 0.190 1 0.167 1-0.149 0.134 +i— 6147 K2= 560.50 G'= K21(Z.88+D/(24*span)+3*K1*span) - 36", R -Panel &-M-panel, 26-ga-uge (triple span) - -- --- 146 195 238 275 300 300 300 300 300 109 151 188 200 200 200 200 200 200 86 121 154 159 159 159 159 159 159 70 99 110 110 110 110 110 110 110 81 81 81 81 81 81 81 81 W59 51 62 62 62 62 62 62 62 62 O -721 T 0.471 0.349 0.278 0.231 0.197 0.172 0.153 1 0.137 "— -&A-t7 V= K1./(Z.88+U/(4U*span)+3*K1*span) K2= 560.50 Notes: 1) Values in tables are allowable Dianhmem shear loads, in PLF. 2) 3.0 factor of safety for values governed by Shear and -2.0 for values gov. by stability. 3) Values are only valid when the dictated MBCI fastener pattern is used. 4) Values are calculated using 1/4-14 stitch screws. 5) Values are calculated per the Steel Deck Institute Diaphragm Design Manual Second Edition 6) Values are for the panel attached to steel framing only. For wood framing contact MBCI. 7) Values in tables are for 3616 pattern at the ends & 36/4 pattern at interior supports AES ADVANCED ENGINEERING SERVICES -J SUITE 505 - A MCKNIGHT PARK DRIVE PITTSBURGH. PA 13237 (412) 387 - 7990 STRUCTURAL REPORT OF NON -COMPOSITE SHEAR DIAPHRAGM USING "R".PANELS AND "M" PANELS Report No. MBCI-1 prepared for Metal Building Components, Inc.`' -- 14031 W. Hardy Houston, TX 77060 by Raymond M.L. Ting, Ph.D., P.E. Advanced Engineering Services 505A McKnight Park Drive Pittsburgh, PA 15237 Reporter's I.D. : ICBO•ES Report No. AA -627 dc— November 25, 1998 . • • �airrE • J l ��L. 'i.. lv3v 11•.1�:•� TABLE 3 -ALLOWABLE DIAPHRAGM SHEAR AND SHEAR STIFFNESS' For St 1 k1t b -X4 nm I lbot - 304.8 am I MAL L m 14.f3NNNt41 IdpFi ich 175 kWnL 'See Ftpure 4 for end�pport artd internwdiale-support fsalerirp petterrrd "no 0e4" ktrlaen namdip akwmd for abwabte atren Wbmd not be used for rseietartoe to horlcodue to awd quske OrwhaL A safattr Word 25 was aced for askmic be& *Far rodsfrtos Jo- 1 9 1 1 11 due to wind. a 58" door of 235 was used. %" Taft 4 br dial I. a d.R-,Nm computMions. P 0 MtA1tUM O EM SPAN StOUAP FASTENER OMM VALU=4 SMAR VALUEZU OWM STffNEM PM Type G@LNP loch f w 3PACM (It CHH SEOM (PM Vow (nn 3 (w" pw bid" "R" Panel 29 0.0133 V-044'4'=V^4r 20 as 84 3.127 28 0.0176 &4r T4r&4r 12 216 .299 4.574 "R" Panel 26 0.0176 W4r-V4r-V4r 12 252 268 4.574 25 0.0176 r-4.Vr 12 357 391 4.574 28 0.0176 6v -V r'-vr 20 122 130 4.574 "R" Panel 28 0.0176 W-V-C-(r4r-pr 20 169 180 4.574 25 0.0176 rW-F- " 20 247 263 4.574 29 0.0133 sw-v- -5!-Or 12 138 145 2809 "U" Panel 29 0.0133 s4r-V-V-s-V 20 77 82 2.8W 26 0.0176 5'4r4F-0'F r 12 200 213 4.109 "U" Panel 26 0.0176 W -(r -v -(r-8'-0" 12 233 246 4.109 26 0.0176 r4• -f -W 12 341 362 4.109 26 0.0176 V-W4r4 4r 20 113 120 4.109 Panful 25 0.0176 V4r-64'-W4r 20 157 167 4.109 28 0.0176 r4'-F4r 20 229 244 4.109 For St 1 k1t b -X4 nm I lbot - 304.8 am I MAL L m 14.f3NNNt41 IdpFi ich 175 kWnL 'See Ftpure 4 for end�pport artd internwdiale-support fsalerirp petterrrd "no 0e4" ktrlaen namdip akwmd for abwabte atren Wbmd not be used for rseietartoe to horlcodue to awd quske OrwhaL A safattr Word 25 was aced for askmic be& *Far rodsfrtos Jo- 1 9 1 1 11 due to wind. a 58" door of 235 was used. %" Taft 4 br dial I. a d.R-,Nm computMions. P 0 -9s,*� rids F LIGHT GAGE STRUCTURAL INSTITUTE* B 3-1 AXIAL LOAD TABLES LATERAL SUPPORT DISTANCE (F1') SECTION GAUGE -7 3 7 4 5 8 7 8 9 4 X 2 C 16 8.92 7.71 6.74 5.76 4.89 9.15 3.50 3'00 14 10.98 10.06 8.84 7.54 6.35 5.38 4.62 9.02 13 13.72 12.48 10.91 9.37 8.02 6.92 6.05 5.36 12 15.65 19.27 12.57 10.91 9.47 8.29 7.35 6.61 4 X 2.5 C 16 9.49 8.71 -- 7.52 -5:33-- -4.40 3.76 3.19 14 12.42 11.33 9.82 8.27 6.89 5.77 4.90 4.22 13 15.58 14.10 12.13 10.26 8.65 7.36 6.34 5.55 12 17.79 16.19 13.99 11.93 10.18 8.76 7.65 6.77 6 X 25 C 16 10.94 10.27 9.95 9.13 7.89 6.75 5.79 5.00 14 19.67 14.18 13.37 12.15 10.58 9.12 7.87 6.85 13 18.98 18.36 17.34 15.83 13.89 12.06 10.50 9.21 12 22.70 21.96 20.77 19.03 16.79 14.68 12.86 11.21 7 X 2.5 C 16 10.65 10.53 10.31 9.89 8.88 7.62 6.53 5.64 14 15.19 14.84 14.24 13.29 11.90 10.30 8.90 7.73 13 19.76 19.31 18.55 17.36 15.66 13.66 11.90 10.92 12 23.79 23.21 22.32 20.94 18.99 16.68 19.61 12.88 8 X 2 C 16 10.98 10.79 10.37 9.56 8.05 6.24 5.01 4.13 14 14.71 19.96 13.92 12.89 10.83 6.41 6.77 5.59 13 19.34 19.01 18.33 17.06 19.26 11.09 8.92 7.36 12 23.93 23.03 22.29 20.79 17.27 13.43 10.79 8.87 B X 2.5 C 16 11.15 11.06 10.57 10.06 8.80 7.42 6.32 14 16.98 16.30 15.83 19.97 13.66 11.91 10.11 8.67 13 21.68 21.33 20.69 19.61 17.99 15.85 13.57 11.72 12 26.14 25.72 24.96 23.71 21.85 1 16.73 19.18 9 X 2.5 C 16 11.71 11.42 11.27 10.97 10.51 '96 6 7.95 6.53 14 17.19 17.03 16.72 16.08 14.78 13.05 10.67 8.79 13 23.02 22.73 22.15 21.10 19.48 17.27 14.04 11.58 12 27.80 27.46 26.78 25.56 23.68 20.90 17.01 14.02 10 X 2 C 1 6 11.66 11.52 11.17 9.69 7.59 5.90 4.75 3.99 14 15.65 15.98 15.03 13.06 10.26 8.01 6.48 5.37 13 20.66 20.93 19.87 17.28 13.61 10.65 8.62 7.15 12 25.12 24.86 29.19 21.03 16.58 12.98 10.51 8.71 10 X 2.5 C 16 11.72 11.46 11.33 11.08 10.65 9.63 7.75 6.37 14 17.22 17.09 16.89 16.35 15.15 12.91 10.93 8.60 13 23.07 22.85 22.39 21.48 19.98 16.99 13.77 11.37 12 27.91 27.65 27.10 26.04 24.29 20.61 16.72 13.82 12 X 2.5 C 14 18.06 17.98 17.72 16.78 19.87 12.36 NOTES 8.22 13 24.64 24.97 29.01 22.27 19.58 -1 Axial loads are allowable concentric loads (KIPS) in the absence of bending moment. The weight of the section has not been subtracted from these values. 12 29.87 29.66 29.12 27.02 23.80 19.87 2 Maximum major axis support distance is 12 feet for 4", 16 feet for 6"; 18 feet for T, 8", and 9% and 20 feet for 10" and 12". 3 Allowable loads have been calculated in accordance with the 1986 edition of AISI specifications. These values are valid only if the compression flange is supported at the specified lateral support distance. For special conditions contact an LGSI member to obtain allowable loads. 4 Allowable loads assume the use of plates or clips at supports which will effectively transfer support loads directly to the centroid of the member. 5 Refer to sample calculations for example of use of axial load tables. 6 11.66 11.52 11.17 9.69 7.59 5.90 4.75 3.99 14 15.65 15.98 15.03 13.06 10.26 8.01 6.48 5.37 13 20.66 20.93 19.87 17.28 13.61 10.65 8.62 7.15 12 25.12 24.86 29.19 21.03 16.58 12.98 10.51 8.71 10 X 2.5 C 16 11.72 11.46 11.33 11.08 10.65 9.63 7.75 6.37 14 17.22 17.09 16.89 16.35 15.15 12.91 10.93 8.60 13 23.07 22.85 22.39 21.48 19.98 16.99 13.77 11.37 12 27.91 27.65 27.10 26.04 24.29 20.61 16.72 13.82 12 X 2.5 C 14 18.06 17.98 17.72 16.78 19.87 12.36 9.99 8.22 13 24.64 24.97 29.01 22.27 19.58 16.33 13.16 10.92 12 29.87 29.66 29.12 27.02 23.80 19.87 16.07 13.33 V 11 � g a O CA rZT, a ti r i N � CSO A H ti N ` N W V 11 � g a s e v i w H g N WAIS y Vf V 11 N O 1 O � FiEul$ 30-0 OUT -TO -OUT STEEL 15-13/4 14-101/4 nlw W m w W r) N rn N Z \-n n\ w 2 n D oTn n ;o M SOW x3: N N D 0 Zorn r m 00 - o0 LI El J- Im Chia CSO n n 14-101/4 `'' 15-1.3/4 30-0 OUT -TO -OUT STEEL m r X Q T rr"0-- � vJ n2, 0 p4E9c"o tj wo V � C a � w 3 o� y (oo� N �o a i a a � N m - D q i n a w A ON z O O y oO O ftA 4 C O O T T O /Z7 ' y O ° A D z 0 m O C tZj w Z n m N - T r r � n Nm � 0 T V N O 1 O � FiEul$ 30-0 OUT -TO -OUT STEEL 15-13/4 14-101/4 nlw W m w W r) N rn N Z \-n n\ w 2 n D oTn n ;o M SOW x3: N N D 0 Zorn r m 00 - o0 LI El J- Im Chia CSO n n 14-101/4 `'' 15-1.3/4 30-0 OUT -TO -OUT STEEL m r PURLINS ATTACH WITH IMPAR 445 SCRf"" 8 PER CONNECT CCCLCLIP ENDWALL PEAK CLIP ATT�t�A�C�CXMNS . T(1TTLJ DRAWING NUMBIR 00-1744 TYPI OI I"' STEEL TRUSS CUSTUTALR A,AML DENNIS R�IPP SIMPSON STEEL BUILDING COMPANY DURONGDM1Ekt;0%•: 30X40XI2 N" RICH 3:12 GAG[ [>. 3 CUSMM[RADORLSS 3 SRlTTA)YY LANE 40S WEST OM STREET PA. DRAWER 272 COMMISUS, XAAISAS 66725 CHICO, CA 95926 DAM OF D0.AN'ING: 26 MAY 00 WIMYN BY: DJW CUSIOM[RPNDVE 1-530-89S-1849 ANDOR FAX/ PHONE: 1 -800- ZSS-762 4 FAX. -I-316-429-6423 PURLINS ATTACH WITH IMPAX #45 SCREWS 8 PER CONNECTION O 4 Lu Q Lu O NI ENDWALL PEAK CLIP ATTACH COLUMNS TO RAFTERS WITH A325 HARD BOLTS 14-101/4 15-1 3/4 . 30-0 OUT -TO -OUT STEEL ENDWALL FRAMING DRAWING NUMBER: 0 0-11 A A TYPE OF FRAME: STEEL TRUSS SIMPSON STEEL - -BUILDING:: COMPANY BUILDING DIMENSIONS: 30X40X"f 1 2 ROOF PITCH: 3.12 PAGE A OF 405 WEST OAK STREET P.O. DRAWER 271 COLUMBUS, KANSAS 66725 DATE OF DRAWING: DRAWN BY: I 'f PHONE: 1-800-255-7624 FAX:1-316-429-8423 26 MAY 00 DJW ��D��JSIGN co U v Z uul 2 7 m rr =a CUSTOMER NAME: DENNIS Cp / A /IJC O ■PO J/ CUSTOMER ADDRESS: 3 BRITTANY LANE !� CHICO.CA 95926 CUSTOMER PHONE 1-530-895-1849 AND!OR FAX#: W Q Lu 0 N L ES1 ES1 ----------------------------- ---------------------------- ----------------------------- ---------------------------- ° 1 ° CCCR CLIP G-6 ° CCCL ° I CLIP II G-5 I I I BASE ANGLEC-2 II II II BASE ANGLE I I CLIP 20-0 20-0 40-0 OUT -TO -OUT STEEL ES1 ESI ---------------------------- ---------------------------- ° CCCL ° I° CLIP CLIP 1 II G-5 G-6 ( II 9 I r II I BASE ANGLE C-2 �p��'�ioII BASE ANGLE ;oQ1 II 1 — — —20-0 — — — — — — — — 20-0 -z' �� Z 40-0 OUT -TO -OUT STEEL c x SIMPSON STEEL BUILDING COMPANY 405 WEST OAK STREET P.O. DRAWER 272 COLUMBUS, KANSAS 66725 PHONE: 1-800-255-7624 FAX:1-316-429-8423 SIDEWALL FRAMING DRAWING NUMBER: 00-1144 TYPE OF FRAME: STEEL TR USS BUILDING DIMENSIONS: 30X40X 12 ROOF PITCH: 3.12 PAGE S OF 7 DATE OF DRAWING: 26 MAY 00 DRAWN BY: DJW s �q 0F CUSTOMER NAME: DENNIS R//PP CUSTOMER ADDRESS: 3 BRITTANY LANE CHICO, CA 95926 CUSTOMER PHONE AND/OR FAX#: 1.530-895-1849 J J SE A325 HARD BOLTS AT COLUMN •TO BEAM CONNECTIONS 12 �3 W Q ..•'E 'EsLei��l Lu 9� I ui C 2 6 6 m X II II AXP. 31 -/W01 SIMPSON STEEL BUILDING COMPANY 405 WEST OAK STREET P.O. DRAWER 171 COLUMBUS, KANSAS 66715 PHONE. 1-800-255-7624 FAX:1-316-429-8423 30-0 OUT -TO -OUT STEEL TRUSS DETAIL DRAWING NUMBER: 00- �/ 144 A �/TYPE OF FRAME: STEEL TRUSS BUILDING DIMENSIONS: 30X/40'YX'f /�/ 2 ROOF PITCH: 3:12 .1^ PAGE 6 OF DATE OF DRAWING:26 MAY 00 DRAWN BY: DJW A4- ATTACH COLUMN TO CONCRETE WITH BC6 PUNCHED CLIPS AND A307 BOLTS CUSTOMER NAME: DENNiS pUnn CUSTOMER ADDRESS: 3 BRITTANY LANE 7 i^ufrn /`A OG09L CUSTOMER PHONE 1-530-895-1849 AND!OR FAX#: r STEEL BUILDING COMPANY 00-1144 TI►tOFIXAME STEEL TRUSS cusir-WR%A%tE DENNIS RUPP 6U1.Z;w4G EL."INS,ONS 30X40X t 2 ROD: RICH.3.12 F•Ac, of C, sTOMttcAooREss 3 BRITTANY LANE 40S WEST OAK STREET P O- DRAWER 272 C010M&!S, KANSAS 66725 r N C Co CA 9S926 UAT, OF ORAm6M ,*C 26 MAY 00 DRAWN 8`! DJW cusTU"ER P"c"I 1.530-895-1849 j PHONE: 1-800-23S-7624 FAX: 1-366-429-8423 � r SIDEWALL SHEETING SHEETING PLAN ENDWALL SHEETING SIDEWALL SHEETING Q�OFFSS/oN m U-1 C267 m N en v tul. LA to -n M r r r r r r r r r N r ENDWALL SHEETING SIMPSON STEEL BUILDING COMPANY 00-1144 TI►tOFIXAME STEEL TRUSS cusir-WR%A%tE DENNIS RUPP 6U1.Z;w4G EL."INS,ONS 30X40X t 2 ROD: RICH.3.12 F•Ac, of C, sTOMttcAooREss 3 BRITTANY LANE 40S WEST OAK STREET P O- DRAWER 272 C010M&!S, KANSAS 66725 C Co CA 9S926 UAT, OF ORAm6M ,*C 26 MAY 00 DRAWN 8`! DJW cusTU"ER P"c"I 1.530-895-1849 j PHONE: 1-800-23S-7624 FAX: 1-366-429-8423 AN.1 Oi FAV r, BEFORE SHEETING; JSe SHEET SCREW TO HOLD BASE TRIM IN PLACE. SPACE SCREWS ON EVEN :OCT INCREMENTS, STARTING AT THE . END THE OF BUILDING. (TI 115 PLACES SCREW IIEAD UNDER HIGH RIO OF SHEET). I ISE CHALKLINE OR OTHER MARKING MATERIAL TO DESIGNATE ONE INCH BELOW FINISHED FLOOR LEVEL FOR BASE ANGLE. WALL SHEET 'R' PANEL 2X4 BASE ANGLE 4' LEG OF ANGLE DOWN ON CONCRETE FL -530 STANDARD TRIM - USED L NLESS CUSTOMER REQUESTS o rHER, USE CHALKLINE MATERIAL TO DESIGNATE ONE INCH BELOW FINISHED FLOOR LEVEL FOR BASE ANGLE. WALL SHEET 'R' PANEL TAPCON@ OR ANY OTHER CONCRETE FASTENER RATED AT 1500 LB. PULL-OUT. SPACE FASTENERS AT 3 FOOT ON CENTER MAXIMUM. 2X4 BASE ANGLE 4' LEG OF ANGLE DOWN ON CONCRETE P'ROFESSI ) c O P. A n— M QAr,f: AKI(-.1 i: nFTA 11 I SimDson Steel Building Company 2000 (316-429-8416 ,;CONCRETE, 21' IINIMUM•J FL -530 STANDARD TRIM - USED L NLESS CUSTOMER REQUESTS o rHER, USE CHALKLINE MATERIAL TO DESIGNATE ONE INCH BELOW FINISHED FLOOR LEVEL FOR BASE ANGLE. WALL SHEET 'R' PANEL TAPCON@ OR ANY OTHER CONCRETE FASTENER RATED AT 1500 LB. PULL-OUT. SPACE FASTENERS AT 3 FOOT ON CENTER MAXIMUM. 2X4 BASE ANGLE 4' LEG OF ANGLE DOWN ON CONCRETE P'ROFESSI ) c O P. A n— M QAr,f: AKI(-.1 i: nFTA 11 I SimDson Steel Building Company 2000 (316-429-8416 2 1/2 VIEW AA FINISHED FLOOR CONCRETE ....... ......::1/2":::::::::::: O TSIDEEDG FFINISHED F OR 1 1/4" 1 1/41, 23/4 VIEW AA WIDTH OF FRAMED OPENING OVERHEAD DOOR BOLT AND ENTRYWAY LAYOUT 1" BOLT PROJECTION SIDEVIEW OF FINISHED FLOOR 1 1/2" Simpson Steel Building Company 1999 (316-129-8416) LOCATION GA 1 60- STEEL FRAME JOB NUMBER DO - / '44 o X� o G PARTS LIST DATE 5 BLDG: SIZE -pg 1 ofd GA%//F CTRI ITC1 QTY MARK DESCRIPTION MARK DESCRIPTION LENGTH DOUBLE PITCH SPECIAL/STD 14 QTY PATTERN A L�- ES -1 8 x 5 x 14 F 12 I Z S P 8x21/2x 16 ES -2 8x5x14 Z P-4 8x21/2x 16 14 12 ES -3 8 x 5 x 14 8x21/2x 16 14 12 Z P-6 ES -4 8 x 5' x 14 14 12 Z Z 4- S '/2-- /ZG-4 ES -5 8 x 5 x 14 G-4 8x21/2x G) 14 ES -6 i 8 x 5 x 14 Z -IIV4- QTY MARK DESCRIPTION DESCRIPTION �2 P-1 8x21/2x 6 14 12 PATTERN A P-2 8x21/2x 16 14 12 Z P-3 8x21/2x 16 14 12 Z P-4 8x21/2x 16 14 12 Z P-5 8x21/2x 16 14 12 Z P-6 8x21/2x 16 14 12 Z LENGTH 2 I - / I/Z QTY MARK DESCRIPTION LENGTH NP PATTERN CO -1 PATTERN A G-1 8 x 2 1/2x 6 14 12 C Z 1 3-/Q% Y I G-2 8 x 2 1/2x 6 14 12 Z Cj- 1?14- Y Z G-3 8 x 2 1/2 x 6 14 12 Z 4- S '/2-- /ZG-4 G-4 8x21/2x G) 14 12 C Z -IIV4- 2 G-5 8 x 2 1/2 x 14 12 Z IC(- '/Z- 2- G-6 8 x 2 1/2 x 6 14 12 Z - g G-7 8 x 2 1/2x 16 14 12 C Z G-8 8 x 2 1/2 x 16 14 12 C Z G-9 8 x 2 1/2 x 16 14 12 C Z G-10 8x2 1/2x 16 14 12 C Z G-11 8x21/2x 16 14 12 C Z G-12 8x2 1/2x 16 14 12 C Z G-13 8x21/2x 16 14 12 C Z G-14 8x21/2x 16 14 12 C Z G-15 8x21/2x 16 14 12 C Z G-16 8x21/2x 16 14 12 C Z G-17 8 x 2 1/2 x 16 14 12 C Z G-18 8x21/2x 16 14 12 C Z G-19 8x21/2x 16 14 12 C Z LOCATIONd, I 6 . STEEL FRAME JOB NUMBER ' j 1�- PARTS LIST BLDG: S17E �� K�-0Y, Z pg 2 of__I_ DATE �MBS1 QTY MARK DESCRIPTION LENGTH NP LENGTH NP PATTERN G Q J-1 8 x 2 1 /2 x 16 14 C BC -3 8 1/8 X 2 X 16 2 H-2 2 J-2 8 x 2 1/2 6 14 C (- 3 H-3 8 x 2 1/2 x 16 14 C I J-3 8x21/2x 6 14 C H-4 8x21/2x16 14 C I J-4 8x21/2x1 '14 C-6 C 11 I x X- J -5J-5 8x21/2x16 14 C J-6 8x21/2x16 14 C HEADERS QTY MARK DESCRIPTION LENGTH NP PATTERN G OC1 4- FB 4X2X16 H-1 8x21/2x16 14 C OC2 X 8 X 3 1/2 X 12C BC -3 8 1/8 X 2 X 16 2 H-2 8 x 2 1/2 16 14 C cK-p X J8 1/8 X-2 X 16C x BC -5 8 1/8 X 2 X 16 H-3 8 x 2 1/2 x 16 14 C 8 X 3 1/2 X 12C BC -6 8 1/8 X 2 X 16 OC4 181/8X2X16 H-4 8x21/2x16 14 C x BC -8 8 1/8 X 2 X 16 C-6 H-5 8 x 2 1/2 x 16 14 C I x H-6 18x21/2x16 14 C I rni I IPKAKIQ. QTY MARK DESCRIPTION LENGTH DESCRIPTION I C) GABA 4 X 2 X 16 20-0 OC1 4- FB 4X2X16 -(p rni I IPKAKIQ. BASE CHANNEL , QTY MARK DESCRIPTION QTY MARK DESCRIPTION LENGTH NOTES OC1 81/8X2X16 x BC -2 8 1/8 X 2 X 16 OC2 8 1/8 X 2 X 16C 8 X 3 1/2 X 12C BC -3 8 1/8 X 2 X 16 OC2A 18 1/8 X 2 X 16C BC -4 8 1/8 X 2 X 16. OC26 J8 1/8 X-2 X 16C x BC -5 8 1/8 X 2 X 16 OC3 8 1/8 X 2 X 16 8 X 3 1/2 X 12C BC -6 8 1/8 X 2 X 16 OC4 181/8X2X16 BC -7 8 1/8 X 2 X 16 BASE CHANNEL , QTY MARK DESCRIPTION LENGTH NOTES SPECIAL PUNCH BC -1 8 1/8 X 2 X 16 8X31/2X12C -GY4 x BC -2 8 1/8 X 2 X 16 Z C-2 8 X 3 1/2 X 12C BC -3 8 1/8 X 2 X 16 x BC -4 8 1/8 X 2 X 16. 8X31/2X12C A--(03/ x BC -5 8 1/8 X 2 X 16 C-4 8 X 3 1/2 X 12C BC -6 8 1/8 X 2 X 16 x BC -7 8 1/8 X 2 X 16 8 X 3 1/2 X 12C x BC -8 8 1/8 X 2 X 16 C-6 QTY MARK DESCRIPTION LENGTH PATTERN CO -1 SPECIAL PUNCH C-1 8X31/2X12C -GY4 x Z C-2 8 X 3 1/2 X 12C / Q- (o Y x Z C-3 8X31/2X12C A--(03/ x C-4 8 X 3 1/2 X 12C x C-5 8 X 3 1/2 X 12C x C-6 8 X 3 1/2 X 12C I x DESCRIPTION 10X31/2X12C 10X31/2X12C LENGTH � - Z Vz J'5 -2*7tld PATTERN CO -1 x X SPECIAL PUN0 X 2 S-1 6 X 2 1/2 X 16C - 7 x 1-4-1 S-2 6 X 2 1/2 X 16C - (o X 1-4-1 Z S-3 6 X 2 1/2 X 16C 14 -,2> %Z X 1-4-1 LOCATION CGS(co' �-� STEEL FRAME JOB NUMBER no -114¢ PARTS LIST BLDG. SIZE -.3O pgof_.!-- DATE 42 QTY PROFILE LENGTH NOTES R 10-8 RIDGECAP QTY GAUGE PROFILE LENGTH I COLOR PITCH 14- 1 26 R 2:6 1 .6-7 A/ t/ . 1 3 '-12 QTY DESCRIPTION PLATED COLOR NOTES IMPAX 45 NO WASHER X X TRUSS FRAME STRUCTURAL SCREWS �p #12 X 1 TEK W/WASHER 3070 G DOOR ROOF <3c�p # 12 X 1 TEK W/WASH ER .. S . S>q� WALL #12 X 1 TEK W/WASHER 6030 HORIZ. SLIDER ALUM. LINER 6030 HORIZ. SLIDER BRONZE .: j Cl Inco oonnnG i 271!;7- #14 X 7/8 LAP W/WASHER 3030 H.S. INSUL. ALUM. ROOF 425 #14 X 7/8 LAP W/WASHER WALL 2 l o # 14 X 7/8 LAP W/WASH ER 2-0X7-0 SLIMLINE WDW BRONZE TRIM ODD POP RIVET CIRCULAR VENT TRIM ?p A307 BOLT 1/2 X 1 1/4 W/NUT AND WASHER C?v A325 HARDENED BOLT 1/2 X 1 1/4 W/NUT AND WASHER 1-7 MASTIC TAPE 3/8" X 45' ROLL QTY. PROFILE INSIDE OUTSIDE 2 R X R 4030 H.S. INSUL. ALUM. X r-CARI F BRACING QTY. LENGTH DIA. COMP. ASSY. 1/4" DESCRIPTION 5/16" QTY DESCRIPTION QTY DESCRIPTION 3070 M DOOR 4030 H.S. INSUL. ALUM. 3070 M DOOR, INSUL 4030 H.S. INSUL BRONZE 3070 G DOOR 14030 HORIZ. SLIDER ALUM. 6070 M DOOR 14030 HORIZ SLIDER BRONZE 6030 HORIZ. SLIDER ALUM. 3030 HORIZ. SLIDER ALUM. 6030 HORIZ. SLIDER BRONZE .: j Cl Inco oonnnG 6030 H.S. INSUL. ALUM 3030 H.S. INSUL. ALUM. 16030 H.S. INSUL BRONZE 3030 H.S. INSUL. BRONZE 1-0X7-0 SLIMLINE WDW BRONZE 3040 H.S. INSUL. ALUM. 2-0X7-0 SLIMLINE WDW BRONZE 3040 H.S. INSUL. BRONZE CIRCULAR VENT LOCATION -�!�� ; - 1. PARTS LIST BLDG. SIZE �a 64 0Z pg 5. of 5 4 QTY. I PART NO. FL -16 FL -16 FL -16A FL -16B FL -16C FL -19 FL -19A FL -18C FL -18D FL -18A FL -18E FL -31 F FL -31 A FL -31 D FL -31 E FL -31 G FL -31 FL -32 (45") FL -32 (90") FL -11 FL -11 A FL -11 B 'y FL -22 A- FL -23A FL -23B FL -23C FL -24 FL -25 FL -26A FL -26B FL -26D FL -530 FL -27 FL -28 FL -29 FL -30 FL -41 FL -42 FL -49A FL -17 FL -17A c 1Cr DESCRIPTION RAKE TRIM (R PANEL) RAKE TRIM (R PANEL) RAKE ENDS PEAK BOX W/ SIGN CORNER BOX EAVE TRIM EAVE TRIM GUTTER GUTTER ENDS GUTTER STRAP DOWNSPOUT STRAP DOWNSPOUT W/45" ELBOW DOWNSPOUT W/45° ELBOW DOWNSPOUT W/45" ELBOW DOWNSPOUT W/45" ELBOW DOWNSPOUT STRAIGHT DOWNSPOUT ELBOW DOWNSPOUT ELBOW CORNER TRIM CORNER TRIM CORNER TRIM JAMB TRIM 'R' PANEL IAMB TRIM 'R' PANEL JAMB TRIM 'R' PANEL JAMB TRIM 'R' PANEL HEAD TRIM ALL PANELS HEAD TRIM ALL PANELS HEAD TRIM ALL PANELS HEAD TRIM ALL PANELS HEAD TRIM ALL PANELS HEAD TRIM ALL PANELS BASE TRIM 2X2 OUTSIDE ANGLE 2X2 INSIDE ANGLE 3X3 OUTSIDE ANGLE 3X3 INSIDE ANGLE INSIDE CORNER 'M' PANEL EA HI(;H c,inF COR JOB NUMBER DATE '5 LENGTH COLOR PITCH 10-1 ES . S►tI-P 12 10-1 20-3 10-1 20-3 10-1 12-0 14-0 20-0 10-1 10-1 12-0 14-0 7-3 10-3 12-3 14-2 3-6 7-1 10-3 12-3 14-2 16-2 10-2 10-1 10-1 10-1 10-1 10-1 10-1 10-1 10-1 D IAMB TRIM 'M' PANEL 7-3 1 A IAMB TRIM 'M' PANEL 10- 212 isle 61J iz z1z 1'z TRIM/CLIP PARTS LIST NAME -�N �%` �� JOB NUMBER ADDRESS- - - DATE lom DELIVERY DATE STATE ZIP CODE QTY. PART NO. DESCRIPTION SPECIAL PLATE 2:12 PITCH CCCR CORNER COLUMN CLIP RIGHT Z CCCL CORNER COLUMN CLIP LEFT LEAN-TO CLIP 2:12 PITCH HSCCCR HIGH SIDE CORNER COLUMN CLIP RIGHT HSCCCL HIGH SIDE CORNER COLUMN CLIP LEFT Z EPC ENDWALL PEAK CLIP ® W/ COLUMN ❑W.O./COLUMN Z GP -1 GUSSET PLATE AT B-2, S-3 & C-2 HAUNCH N W/E.S. CLIP ❑ W, GP -2 GUSSET PLATE AT B-2 & S=2 PEAK CONNECTION GP -3 GUSSET PLATE AT S-1, S-2 & S-3 CONNECTION 7_ CP -4 I GUSSET PLATE AT -S-1 TO RAFTER SP -1 SPECIAL PLATE 1:12 PITCH SP -2 SPECIAL PLATE 2:12 PITCH SP -3 SPECIAL PLATE 3:12 PITCH LT -1 LEAN-TO CLIP 1:12 PITCH LT -2 LEAN-TO CLIP 2:12 PITCH LT -3 LEAN-TO CLIP 3:12 PITCH P-4 3X3X4" UNPUNCHED ANGLE CLIP P-6 3X3X6" UNPUNCHED ANGLE CLIP P-8 3X3X8" UNPUNCHED ANGLE CLIP C-6 BASE CLIP FOR COLUMN . CLIP PITCH S"12 MISCELLANEOUS 4" !!:4 3• 3" UP6 CLIP GABLE 'BASE ANGLE. )FLANGE BRACE. PURIIN UPS CLIP FLANGE BRACE UP4 CLIP CLIP WHEN TRUSSES ARE (GIRT, HEADER (20'-0' LENGTHS) (PURLIN CLIP) I BACK TO BACK) AND IAMBS) ° 0 ° 0 o ° o ° 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 ° ° 0 0 0 0 0 0 0 0 0 0 0 0 I 0 o p 0 0 0 o o ° ° GUSSET PLATE I GUSSET PLATE 4 GUSSET PLATE 3 GUSSET PLATE 4 GU1iLT PLATE I (GP -1) (GP4) (GP -3) (GP4) ;GF -11 0 0 0 0 0 O 0 0 0 o G O p p o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CORNER COLUMN BASE CLIP ENDWALL PEAK CLIP ENDWALL PEAK CLIP GUSSET PLATE 2 CORNER COLUMN CLIP LEFT (BC6) WOUT COLUMN WITH COLUMN (GP -2) CLIP RIGHT JUL-25-00 01:04 PM ATC -APPLIED TESTING 530 891 4243 P.01 APPLIED TESTING CONSULTANTS FAX TRANSMITTAL COVER SHEET - Qui'% -5((3 '(9l � DATE: ATTN: FROM: Applied Testing Consultants TECH. 1A J L Number of Pages including cover: ^I&— Remarks: TIME: OD Iv` FAX#: —taA - D FAX#: (530) 891-4243 PHONE#: (530) 01-6625 Ifir 'in j1jq 11 t1ill reccived by unauthorind parties, p)Q,:;c forward to company and fax 4 listed above. j 3080 Thorntree Drive, Ste, 1.0 - Chico, CA 95973 - Telephone: (530) 891-0025 - Facsimile: (530) 89174243 JUL-25-00 01:04 PM ATC -APPLIED TESTING ri 530 891 4243 P.02 APPLIED TESTING CONSULTANTS .MATERIALS ENGINEERW . TESTING AND INSPEC77 N J0v 25, 2000 County of Butte Building Department 7 County Center Dr. Oroville, CA 95965 Gentlemen: In accordance with your request, we have agreed to provide special inspection services for the A325 high strength bolting installation for the Rupp Residence located at 122 Rock Creek Road, in Chico, CA. We propose to verify proper tensioning of the A325 bolted connections using calibrated dial indicator torque wrench. The will be tightened to the established test torque as indicated using a Skidmore -Wilhelm load cell. This procedure wit! be executed per the specifications noted in the A1SC manual. Please call me at (530) 891-6625 if further information is required. Very truly yours, APPLIED TESTING CONSULTANTS, Brad Forsythe Vice President Director of Operations 3060 Thorntree Drive, Ste, 10 • rhico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891.4243 t JOB FINALED (Date) Signature NOTES ' RESIDENTIAL 047-51-0-017 - 00-0926 - PERMIT N0 RUPP, DENNIS & MARION o ,i (p Ile" t 1. _ 1/ ROCK CREEK RD., CxICO CONT: LARRY BANKS NEW SINGLE FAMILY 00 4I i " 1 ` SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER r OFFICE COPY s r LELECTRIC y Date j y Date t JOB FINALED (Date) Signature ,/ = OK 0 = Not OK = Not Applicable MOBILE HOMES • = Not Ready Date : MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. E,Lectricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Discorinect 8. Utility Clearance Date Card B-1 Date Gard B-1 Date 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 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'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- Beams- 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 t 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 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 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Banding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-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 =O F eC� 0 = Not OK = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) = Date erflogy(Plans) OK except #'s Ftg., c. Grnd.-/ P Ftg. Depth arage; Soils-Steel-Elec. Grnd.-/ P Ftg. Depth -Ftg.. Po,�es & Decks; Soils -Steel-/ /" Fla. Deoth iarage; Steel-Blockoi and Special Anchors / / 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-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Car -1 Date Card B-1 Date AJUMBING (Permit) OK except #'s 7 ate tr.; Vent -Access -Combustion Air Baffle ter Pipe; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection Sh Pan; Test, First Floor Tub Access 4��l oaf 21. Test Tub & Shower, Second Floor -Tub Access 2e Gas Pipe; Sixe & Anchors Date l Z L ^ Card B-1 /Yip 1 Date Card B-1 Date Card B-1 Date Card B-1 Date CT RICAL (Permit) OK except #'s F re ,& Transformer Clearance -Ins. Protection 24"Elp. Rgc'eptacles Spacing -Lights & Switches at Doors Date FRAMING (Continued) 46. anis-Post Caps -Anchors -Connectors 4 tng. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 40. 'replace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles . Bdrm. Windows or Exiting Doors -Sill Fit. & Dimensions Garage Fire Protection Framing Property Line Firewall & Openings 5 Doors -One 3' -Check Garage 3rd Story, 2 Exits fairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer . ,Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access POW /�� rBjdce Interior/Exteriot Wall Panels ` 28- Si oxes & No. of Conductors Stapled Insulation -Walls -Ceilings r 2 omex Installed Close to Edge of Studs & C.J. Elec. Outlets & Receptacles at Kit. Counter 7. quip. Ground made up w/Mech Fasteners -Bond Gas & Water Card B-1 Date Card B-1 Date74,g,Q 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Ext. Steps -Door & Sidelight Protection -Landings 30 ;range Circle /a r AI -Oven Circ. / / ga Cu or At Insulated Neutral es O No 65. 31. Service -Riser Conductors & Ground Main Disconnect Bedroom Exiting 32. Equip. Clearances Panels-Motors-Mech. Equip. 68. 33 es Closet Light -Shower Light -Spa Light Stairs & Rails 70. Smoke Detector 71. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PECHANICAL (Permit) OK except #'s A.C. Unit Disconnect, Electrical -Plumbing 3h,/Vent & A.C. Ducts Insulation & Support Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water Well, Disconnect, Electrical, Plumbing 39. Attic Access & Platform if Furnace in Attic Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Water & Sewer Connected -C/O to Grade -HD Approval 40. Sits Proper Materials & Anchors Energy Compliance Certificate -Other Certificates 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Address Posted 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) Card B-1 Date Card B-1 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Card B-1 Date Card B-1 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. anis-Post Caps -Anchors -Connectors 4 tng. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 40. 'replace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles . Bdrm. Windows or Exiting Doors -Sill Fit. & Dimensions Garage Fire Protection Framing Property Line Firewall & Openings 5 Doors -One 3' -Check Garage 3rd Story, 2 Exits fairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer . ,Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access POW /�� rBjdce Interior/Exteriot Wall Panels ` r� y=- Insulation -Walls -Ceilings r 62. Infiltration -Walls -Windows Elec. Outlets & Receptacles at Kit. Counter Date Card B-1 Date Card B-1 Date74,g,Q 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 & Subpanel, Breaker Sizes & Labejs 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 -Mach. 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 C3 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks ❑ Yes 0 NWPlanters 0 Yes ] 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: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 C Telephone (530) 538-7541 0. (Rev. 12/96) APPLICATION AND PERMIT ��®� ASSESSOR PARCEL NUMBER 047-51-0-0117 ZONING BUILDING PERMIT OWN&NNIS & MARION' RUPP TELEPHONE SO. FT. OCC. BUILDING VALUATION 1485 80,190.00 _ . OWNER'S MAILING ADORES% 3018 CLARENCE CT., CHICO.CA 95973 398 7,164.00 CONTRACTOR'S NAME LARRY BANKS TELEPHONE 345-9547 236 3 , 068.00 CONTRACTORS MAILING ADDRESS 3018 CLARENCE CT., CHICO CA 95973 CONSTRUCTION LENDER CAL VET Fireplace LENDER'S MAILING ADDRESS Total! Valuation $90.422.00 ARCHITECT OR ENGINEER LICENSE NO. C21283 Filn F@@ $ 20.00 Permit Fee $ 599.00 ARC;&f= IUNG ADDRESS Plan Checking Fee $ 389.35 BUILDING ADDRESS ROCK ITEnergy Plan Checking Fee $ 23.00 ) 1C PERMIT FEE $ 1031.35 UOTNO. SUBDNISIOWS NAME PARCEL ^ e PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF JI Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 81 7.00 56.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New EX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW 1481 S0. FT • , 3 BEDROOM 2 BATH HOUSE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home Is I GI W1 @20.00 15.00 PERMIT FEE $ 151.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2O0A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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 fA force and effect.4 License Class Lic. No. Y09 � 1 l OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I 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 & IM re, f 44 z::, Policy Number /.51 -315-:7 257 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comptV wit those provisions. X Date �_ Signature of Applicant - ❑ Owner I;i%Contractor ❑ Agent An OSHA permit is required for excavations ov r 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 NEW CONST. DWEW EL NG OCCUCUP. SO OR ADDNS. ( & ACC. BLDS. 3.5¢FT. 65.3$ NON N.REOSID. T. MULTI -OUTLET RANCH CIRCUITS @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 Ex. Occup. OUTLET OR FixrURES @'.50 BAL Q .50 Ex. Occup. DFlxs a o DRQ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating 15-00 Cooling 95 00 Hood 6.50 Ventilation A 50 PERMIT FEt S 80.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 ocC R3 CONST. TYPE VN TOTAL FEE $ 1416.73 HAZ. D. FEES IMP X FLOOD X OF P CEL pp X I X ISSUE This permit is hereby issued under the applicable of the Butte CountyCode and/or Resolutions indicate ab a for Juhich fees have been By Dat PERMIT EXPIRES ON �� Date provisions to do work paid. .7 l� O O / ReceiptNo.PC, 1/1235- Z9 ZZJ v WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD (CANT 11 BOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538_75440 ; Nc APPLICATION AND PERMIT ' uCE..'.'+OR�A{ICELNUMBER ZONNG I_ BUILDING PERMIT ` OCC. BUILDING VALUATION OWNERP TELEPHONE ko -JwNER ADORESS• L ✓ ONO l//L�JA lam/ `� `lYLL Cr �CJO vY q `�T_—_—._ L$3— I —8 NTTELEPHONE CORACTOR'S NAME ,Z C { CONTRACTORS MAILJNG ADDRESS O_Ltlxe,Jce CONS TRUCTION LENDER E Fireplace /`��✓ -ENDER'S MAILING ADDRESS Total Valuation $ d ARCHITEC R ENGINEER a LICENSE NO. Filing Fee $ 20.00 Z Permit Fee I$ ARCHITECT OR ENGS kPNG ADORE IN MA0. Plan Checking Fee , 3 $ BUILDING ADDRESS Energy Plan Checking Fee I $ Lee d. S � 54 PERMIT FEE S /0,31-3-5-1 LOT NO. SUBONISIDNSNAW PARCEL PLUMBING PERMIT Filing Fee 20.00 Each Trap 61 7.00 6 - USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF Duplex ❑ Mobilehome ❑ Other Water piping _ 15.00{ SPT Each gas water heater or vent 1,5:001./ °7. TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New IR Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer 15.00 / fir-} 8 ( 5Q �-� �, $ Mobile Home IS I G1 W @20.00 Describe Work: ��� P`F - uSe— PERMIT FEE $ ELECTRICAL PERMIT Fling Feel20.00 _ MSS ain Service 200A ao0V OR LE 23.00 Main Service 200A TO 1000A 46.001 NEW COPS Tq 6 DWEILNG OCCUR OR ADONS. / () 8 ACC. BLDS. 3.SQ so.! J NEwcoNs. Muln•c%c, • NON•RES10. BRANCH CIRCURS I @ 7.501 /03 FOWER APPARATUS I 8 SWGLE OUTLET CIR. i EX. Occup. OIJTIET OR FIXTURES FD(EO ADPL OR (q 1.00URES SAL .50 . s Ex. Occup. ourLErs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 < Misc. Wiring 23.00 PERMIT FEE S j MECHANICAL PERMIT I L9•.� Fling Fee 1 20.00 q 3 I Heating e I i Cooling2 12S Hood 6.501 Ventilation 3 I y 5 3 f- PERMIT FEt $ O I Mobile Home Installation Fee S i Energy Inspectio Fee % S Pe M OT F S HA2. I D. FE -5%94- FL COF L' ✓ / I This is hereby issued the HD SUE Ii /�� [ permit under a pF able provisions of the Butte County Code and/or Resolutions to do worka indicated above for which fees have been paid. By Date _ PERMIT EXPIRES ON (Dara) COUNTY OF. BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION - MOUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 ' TELEPHONE (530) 538-7541 4~i" ti PERMIT APPLICA:TI(DAZA SHEET , J 5i OWNER: 2Nril i /'% ,o.V Py��"1 _ ASSESSOR NUMBER: 7' Proposed Building Use: /Vew 3,611, slr Building Inspector: G` D - ! — ^4 K 2 O 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 -------------------------------------------------------------------------------------- E32. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. ----------------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. in ed plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! -----------------woinn - 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings, --------------------------------------------------------- Material Form. ------------------ ------------------------ -f ----------- -"- ----------------------------- ed Home data and installg'n ctio incl ing TneDi�Spbfications.------------------ of $ 'mpact fees as shown on the attached schedule. --------------------------------- __ ______________------ aliforma Department of Forestry plan approval/fees. -----�_______ _I--------------- lood elevation certificate. ------------------------------------------ - -------------------------------------- rani ---- - station and plot plan approval Gid/<014ealth Department. ------------------------------------ ❑ 15:'C4' of Chico plumbing permit. ----------------------------------------------------------------------------------- a. ❑ 16 Plot plan and business license approval fro the City of Biggs. ---------------------------------------------- 7 L'lanning approval for (A) Use: C (B) Parking: -------------------------- jContact Land Development about Improvements, El Drainage gal Parcel. ----------------------- 19. Encroachment Permit for driveway (construction approval prior to occupancy). Z&V-11? --------- ❑ 20. Pre -inspection for required Request to Building Inspector on -1r- (Date) 02,1. C tractor's license information. (Number, Name Style, Classification). ----------------- Workers' Compensation carrier and policy number. ---------- v5k[- 'f" 0iy 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- ❑2 .Letter of signature authorization.-------------------------------------------------------------------------------- �- 5. Recorded co of Agricultural Acknowledgment PY �► Statement. --------------------------------------------------`5 ❑26. Letter of intent on building use.----------------------------------1------------------------------------------------ ❑27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: .Ten you issue the en -nit rote -)s, C1as follows Mail to owner, ❑Mail to contractor. elephone ��i/J `/.r' ;;tr and hold `for pickup at (f%// e office. ❑ Deliver with inspector. S'T2�C T /Z�li/Eh/ 0f0 Pjqt' Applicant: A Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollu ion Date: -,W: Copy of plans sent ❑ Health Department, ❑ Fire DepartmegVtoOther: Date: i �X By - 1. Index permit application for the above items numbered: pec al items required: Con actor, gner, owner, was advised of the above data by h ne, ❑ mail, ❑ Building Division counter, by ate. or, designer, owner, was advised of the above required data by ❑ phone, ❑ mail;.0 Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o'Building Division counter, by Date: Contractor, designer, owner was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: C SC�ff Date: Plans approved by: CS Date: -7 (./&o Sets of plans oii hpld in ❑ Plan Cabinet, ❑ AY. folder.' Note transfer by: Date: TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance P" E.H. USE ol'i►tll Plot Plan Attaehad F7 Floor Plan Attached Sant to KLAr2Q �aGlC 6kw-k Act Owner Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private`Well Clearance for 'duve4iag. Other 3 ,6 Hold final for:, Final clearance O.K. for: NOTE: I_= Environmental Health Specialist 8/96 >' Date I COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION •7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER ,001N,*JI3 OA 1271;4V OI j %C V e'e PROPOSED BUILDING USE / VQo . 15 6A_ 1. BUILDING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ........... $a� -- Additional Fees Due ........... $ �- Revised Plan Checking Fee ....... $ _L 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Bu lding Division) Residential ........ x $360.00 = $ 3,60 Units . I I I Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ Commercial (sq.ft.) . . #Units Amt. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) MAS t P CQ,Jo--A4z:' ✓ 6. RMALITO DRAINAGE DISTRICT FEES 10.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) lod 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. # 7 �' S% — %•�' DATE 1-- M/ -?V •2m®-0 RECEIPT # DATE REC qtl4dD �ZS z Nzz/ J I /2�� Z 0 -->;=, 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 -ZZ7? AXDATE 0 O Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, 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. 2/97) 7 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUSS ONLY 2-- I Owner: ��..�� Building Permit Number: o i, Plans Examiner: Q�cS -� 5 A P. Number: oning requirements — (number of permitted living units). uilding permit valuation. Plans signed.by the designer. / per description of work on the application. -*sting violations on the property. . Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees).... FAU &c FAS road setback. Building or utilities across lot lines (record form). JOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). �phibited locations of gas heating equipment (Uniform Mechanical Code 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). yoke detectors (Uniform Building Code section 310.9.1). Water closet clearances (Uniform Plumbing Code 408.5). ower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 STRUCTURAL DETAILS: Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2 Standard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). Clerestory 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. Elevations and wall construction details complete enough to construct building. 88 Roof construction details. complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calculations if necessary. e door header size(s). [4�xpansive header size(s). eights. soil — special foundation design required. ing walls requiring design. al Inspection requirements. r sizes. m wallboard nailing inspection required. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006).•. Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). VxRop, t6riorplaster— weep screeds (Uniform Building Code section 2506.5). of pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). covering type- (fire h zard). Foa_ 'insulation -protection. 367 halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances — LPG requirements. Sound requirements. - Energy design compliance and supporting documentation. Flashing at all exterior openings. DF responsible area requirements. uildia0ermit requirements: 4-71. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions.: - 11.6. Sub -Standard Housing letter. C)� s �i 2. 07b Page 2 of 2. BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) t,, School District Building Department No. A.P. Number 4-7Jurisdiction: City % County Property Owner 01 P Property Location/Address-2." l Subdivision Lot No. Residential Development :.................................................................................................................. Footage _ N9fSq. No of Living Mobile Home Addition/ •Supplemental to Units Installation Conversion Permit # J 4 a 1 • ... �.. * y .. •fou• dinspection)::. No tion ........... z; .......................................... 1 � _ ., - Sq. Commercial/Industrial 0 • Footage_ f Vet . / �-,F.5 (Group R) New Addition (Including Exterior Roofed Areas) U� Building Department Representative moor rians revieweO Dy ocnooi uisinct rersonneu Date District Identification No,).: ScHool District certifies that . t (Applicant) (Street Address) (Phone Number) c•luez Oq- , 9.5993 (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing square feet. School District Representative Paid by Check # � Remarks: 7 V-622 ' by payment of $ AB 2926 $ FULL MITIGATION $ Date 4 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days, from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. 's 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) feeform.xls (10/98)dmm Ott ; BUTTS COUNTY PARKS DEVEWPMENT FSS CERTIFICATION FORK CHICO AREARECREATION AND PARK DISTRICT Assessor. Parcel Number (s) ' 5_ I. -1-7 '- Property "OwnerA/^/ I S � to -.-4 - Project Location/Address / L leo c k Subdivision r Residential Development: (check one) Lot Number(s) New Development _Alteration/Addition _Mobilehome(s) Total Number of Dwelling Units Comment: _Non -Residential to Residential -i- 00 BL's ing Departmen Rep esentative Date '� ylnk �k �k9t �k �1r 9r � * � � yt yt Ylr Yr�r Y�r Ylr Y�r Yc Ycyr � yr �k Ink •k yr iAr rt 9r Yr yrrt �k ik rt �k ik * �r wr rt yryt � kyr 9r Yr yr � yt yr yr irk Y�r yr�r,k�r Mryr�lryr ylnAr�Ar*�k Chico Area Recreation and Park District(CARD) certifies that (Applicant Name) (Phone Number) (Street Address) CW(_0 C11 (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $ /< �-4 / --f /-0V RD eppr4�s%%entative Dake PAID BY CHECK NO. REMARKS: BANK NO. I / PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 07/07/00 3:44PM 00101293 CHECK $1109,00 4 t CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Rupp House Date..03/20/00 14:30:22 Project Address........ Rock Creek Road ******* Paradise, California *v5.10* Documentation Author... Donna Wallace ******* Buildina PPrmit� 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. .. ..... 11 Compliance Method...... MICROPASS v5.10 for 1998 Standards n Field Check/ Date by Enercomp, Inc. MICROPAS5 v5.10 File-RUPP2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Rupp House GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average_Ceiling Height..... 1476 sf Single Family Detached New Front Facing 240 deg (SW) 1 1 Slab On Grade 21 % of floor area 0.59 Btu/hr-sf-F 0.65 8.3 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-13 R-5 R-18 0.059 Typical, Garage Door n/a R-0 R-n/a R-0 0.330 Entry Roof Wood R-11 R-27 R-38 0.025 Typical SlabEdge n/a R-0 R-n/a F2=0.760 to Outside SlabEdge n/a R-0 R-n/a F2=0.510 to Garage FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (SW) 100.0 0.600 0.650 Standard Standard Yes Window Front (SW) 6.0 0.600 0.670 Standard Standard Yes Door Front (SW) 7.8 0.550 0.650 Standard Standard Yes Window Left (NW) 16.0 /0.600 0.650 Standard Standard None Window Left (NW) 28.7 0.600 0.670 Standard Standard;- = None Door Left (NW) 17.8 /0.550 0.650 Standard Standarc' Yes Window Left (NW) 21.0,/0.600 0.650 Standard rdaro Yes Door Left (N) 17.8i/0.550 0.650 Standard CO Q Yes Window Back (NE) 52.0 0.600 0.650 Stan l Prd Yes Window Back (NE) 25.0 0.600 0.650 Sta nP None Window Right (SE) 9.0 0.600 0.650 Sta w �Sndard Yes Window Right (SE) 9.0 0.600 0.650 �9,�r Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Rupp House . Date..03/20/00 14:30:22 MICROPASS v5.10- File-RUPP2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Rupp House Equipment Type Furnace ACSplit Tank Type Storage SLAB SURFACES Slab Type Standard Slab HVAC SYSTEMS Area (sf) 1476 Minimum Duct Duct Tested Duct ACCA Thermostat Efficiency Location R -value Leakage Manual D Type 0.800 AFUE Attic R-4.2 No No Setback 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Heater Type Distribution Tvue Gas . Standard REMARKS Number in Energy System Factor 1 0.58 U -value reference for R-18 exterior stucco wall: P400-98-002 Table B-2 page I-5. CEC default U -values and default SHGC-values were used for all fenestration. Fixed windows were given a 0.60 U -value so that the Owner has the option to use operable windows. Tank External Size Insulation (gal) R -value 50 R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Rupp House Date..03/20/00 14:30:22 MICROPAS5 v5.10 File-RUPP2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Rupp House 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 Modeling Assumptions section. DESIGNER or OWNER Name.... Gregory A. Peitz Company. Architect Address. 383 Rio Lindo Avenue Chico, California 95926 Phone... (530) 894-5719 License. C Z Zuw� Signed.. — 4'0 (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate DOCUMENTATION AUTHOR Name.... Donna Wallace Company. Address. 399 East 9th Avenue Chico, CA 95926 Phone... 530-893-4982 Signed.. UV� 312-0%O (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2) MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked 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 minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures *150(a): Minimum R-19 ceiling insulation. R-38 150(b): Loose fill insulation manufacturer's labeled R -value. N/A *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent LI -value in metal R-13 framed walls (does not apply to exterior mass walls). N/A *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. N/A Fiberglass Batts 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. Rigid Insulation and 116-17: Fenestration Products, Exterior Doors and Infilitration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U -value, By Contractor certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. N/A 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs N/A 1. Masonry and factory -built fireplaces have: a. Closable metal or glass door b. Outside air intake with damper and control c. Flue damper and control N/A 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. By Contractor 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. Attached 150(1): Setback thermostat on all applicable heating and/or cooling systems. By Contractor 150(j): Pipe and Tank Insulation 1. Storage gas water heaters rated with and Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water By Contractor systems. 5. Cooling system piping below 55 degrees Fahrenheit insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, insulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL1818 and other applicable specified tests for longevity given in Section 150(m). 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. By Contractor Residential Compliance Form July 1, 1999 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. items marked 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 minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures (continued) 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. N/A 2. System is installed with: a. At least 36" pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical By Contractor cooking appliances with pilot < 150 Btu/hr.) Lighting Measures 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 Lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. By Contractor 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Residential Compliance Form July 1, 1999 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Rupp House Date..03/20/00 14:30:22 Project Address........ Rock Creek Road ******* Paradise, California *v5.10* Documentation Author... Donna Wallace ******* I Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... it Compliance Method...... MICROPAS5 v5.10 for Plan Check Da e Field Check/ Date' 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File-RUPP2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Rupp House Zone Type HOUSE Residence MICROPASS ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Proposed Compliance Design Design Margin 22.24 21.38 0.86 14.32 16.22 -1.90 15.94 14.31 1.63 52.50 51.91 0.59 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1476 sf Single Family Detached New Front Facing 240 deg (SW) 1 1 FullYear Slab On Grade 1 12293 cf 1476 sf 21 % of floor area 0.59 Btu/hr-sf-F 0.65 8.3 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 1476 12293 1.00 Yes Setback 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Rupp House Date..03/20/00 14:30:22 MICROPASS v5.10 File-RUPP2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Rupp House OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 294 0.059 18 240 90 Yes None Typical 2 Door 12 0.330 0 240 90 Yes None Entry 3 Wall 240 0.059 18 330 90 Yes None 4 Wall 13 0.059 18 15 90 Yes None 5 Wall 321 0.059 18 60 90 Yes None 6 Wall 19 0.059 18 60 90 No None Garage 7 Wall 141 0.059 18 150 90 Yes None 8 Wall 139 0.059 18 150 90 No None Garage 9 Wall 20 0.059 18 150 90 No None Garage 10 Roof 1476 0.025 38 n/a 0 Yes R.38.2X4.24 Typical PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE it S1abEdge 161 0.760 R-0 No to Outside 12 S1abEdge 22 0.510 R-0 No to Garage FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (SW) 30.0 0.600 0.650 240 90 Standard/0.76 Standard/0.68 2 Window Front (SW) 30.0 0.600 0.650 240 90 Standard/0.76 Standard/0.68 3 Window Front (SW) 6.0 0.600 0.670 240 90 Standard/0.76 Standard/0.68 4 Door Front (SW) 7.8 0.550 0.650 240 90 Standard/0.76 Standard/0.68 5 Window Front (SW) 20.0 0.600 0.650 240 90 Standard/0.76 Standard/0.68 6 Window Front (SW) 20.0 0.600 0.650 240 90 Standard/0.76 Standard/0.68 7 Window Left (NW) 8.0 0.600 0.650 330 90 Standard/0.76 Standard/0.68 8 Window Left (NW) 16.0 0.600 0.670 330 90 Standard/0.76 Standard/0.68 9 Window Left (NW) 8.0 0.600 0.650 330 90 Standard/0.76 Standard/0.68 10 Window Left (NW) 12.7 0.600 0.670 330 90 Standard/0.76 Standard/0.68 11 Door Left (NW) 17.8 0.550 0.650 330 90 Standard/0.76 Standard/0.68 12 Window Left (NW) 21.0 0.600 0.650 330 90 Standard/0.76 Standard/0.68 13 Door Left (N) 17.8 0.550 0.650 15 90 Standard/0.76 Standard/0.68 14 Window Back (NE) 30.0 0.600 0.650 60 90 Standard/0.76 Standard/0.68 15 Window Back (NE) 16.0 0.600 0.650 60 90 Standard/0.76 Standard/0.68 16 Window Back (NE) 12.5 0.600 0.650 60 90 Standard/0.76 Standard/0.68 17 Window Back (NE) 12.5 0.600 0.650 60 90 Standard/0.76 Standard/0.68 18 Window Back (NE) 6.0 0.600 0.650 60 90 Standard/0.76 Standard/0.68 19 Window Right (SE) 9.0 0.600 0.650 150 90 Standard/0.76 Standard/0.68 20 Window Right (SE) 9.0 0.600 0.650 150 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Rupp House Date..03/20/00 14:30:22 MICROPASS v5.10 File-RUPP2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Rupp House Surface HOUSE 1 Window 2 Window 3 Window 4 Door 5 Window 6 Window 11 Door 12 Window 13 Door 14 Window 15 Window 18 Window 19 Window Area Slab Type (sf) HOUSE Standard Slab 1476 HVAC SYSTEMS Minimum Duct Duct Tested Duct OVERHANGS AND SIDE FINS Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Window- Overhang Furnace Left Fin Right Fin - Area No 0.645 WATER HEATING SYSTEMS Left Rght Number Tank External in Energy (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 30.0 n/a 5.0 2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 30.0 n/a 5.0 2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 1.0 6.0 9.0 1.3 4.5 9.0 n/a n/a n/a n/a n/a n/a 7.8 2.3 3.3 9.0 1.7 6.7 6.7 n/a n/a n/a n/a n/a n/a 20.0 n/a 4.0 2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 n/a 4.0 2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 17.8 n/a 6.7 2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 21.0 n/a 3.5 2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 17.8 n/a 6.7 6.2 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 30.0 6.0 5.0 8.9 0.3 8.9 4.7 n/a n/a n/a n/a n/a n/a 16.0 n/a 4.0 2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 n/a 3.0 2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 9.0 n/a 3.0 2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 1476 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Furnace 0.800 AFUE Attic R-4.2 No No 0.737 ACSplit- 10.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank T Type YP Heater Type Distribution T YP Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.58 50 R- n/a REMARKS U -value reference for R-18 exterior stucco wall: P400-98-002 Table B-2 page I-5. CEC default U -values and default SHGC-values were used.for all fenestration. Fixed windows were given a 0.60 U -value so that the Owner has the option to use operable windows. COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Rupp House Date..03/20/00 14:30:22 MICROPAS5 v5.10 File-RUPP2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Rupp House HVAC SIZING Page 1 HVAC Project Title.......... Rupp House Date..03/20/00 14:30:22 Project Address........ Rock Creek Road ******* Paradise, California *v5.10* Documentation Author... Donna Wallace ******* I Bui ing Permi 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.... ..... 11 Compliance Method...... MICROPASS v5.10 for Plan C ec Da e Field Check/ Date 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File-RUPP2 Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run -Rupp House GENERAL INFORMATION FloorArea ................. Volume.. .... ............ Front Orientation.......... Sizing Location............ Latitude... .... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1476 sf 12293 cf Front Facing PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY 240 deg (SW) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 9760 2817 Glazing Conduction ............... 7356 3862 Glazing Solar .................... n/a 9943 Infiltration ..................... 6992 2110 Internal Gain .................... n/a 2100 Ducts ............................ 2411 2083 Sensible Load .................... 26519 22915 Latent Load ...................... n/a 4583 Minimum Total Load 26519 27498 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. 100 il 21I -o 0 '31 IN. 7- WELL 944 c4- ELL APPROVEO So"r (%,Ounty J, rot I oa `� a I ENVIRONMENTAL HEALTH MAY 0 .1-2000 ChW, Womia as ,�����,�� �..AN........ I = 40'rO" r $TUA.111, JATV,33*�IMCITAN!43 OJO -1 S 0 YAM, 41 tot $TUA.111, JATV,33*�IMCITAN!43 OJO -1 S 0 YAM, 41 GREGORY A.. PEITZ ARCHITECT'' 383 RIO LINDO AVE., iCHICO CA 95926 (916) 894-5719 Structural C-Atcu-tations For: vt (JNO.C-21283 Nr REN. F bu 1-16 COUN IT 0 U I L D I N G'0 E. P A R T M F= ff f*-�"; APPR-OVED 311 old a LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P=Ce CgQsI WALLS P =.62 * 1.3 * 14.5 * 1.0 = .0117 ksf @ 15 ft. P =.67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft: P =.72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P =.76 * 1.3 * 14.5 * 1.0 = .0143 ksf a 30 ft.- ROOFS .ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 = .009 ksf. @ 15 ft. P =.67 * 1.0 * 14.5 * 1.0 = .010 ksf. @ 20 ft. . P =32 * 1.0 * 14.5 * 1.0=.01 I ksf. @ 25 ft. P=.76*1.0*14.5*1.0=.011 ksf @30 ft. ROOFS 9:12 TO 12:12 P=.62*1.1*14.5*1.0=.010 ksf@ 15 ft. P=.67*LI*14.5*1.0=.011 kst@20 ft. P='.72'* 1.1 * 14.5* 1.0=.012 ksf @ 25 ft. P =.76 * LI * 14.5 * 1.0 = .012 kst @ 30 .ft. Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w). @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Grayity Loads ROOF LOADS: 18 psf dead load + 16 psf. live* load = 34 psf total load FLOOR LOADS: 10 psf dead load +. 40 psf. live -load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding ` t ..�t..� , .. _. _ r Q� 4— • - - - 1 - - -i tet: •g.;': �—f• --T'_-'•' __ __�". _ _. S_ _ T r tel- .� _ - - , . _ _. � r -._ •.! _ ; _ _ _� __ ..c �. �i _ f. - �•---+ � - ' ----�- -. - .. _ . ` ___ , ;_.._...• - _._ . _-, -R � . r- . - -- - � . - - -i � _..._._ - - � -'--moi• •rr-= -- --*.- -•--r ---- - _ __ . . x-- • .�-�. ., • • t - ! , + _ } _ _". • . , 1 - +�!-i•>.+*-,--•--...r. ..--.�.jw.W.w..» +.w !' F �M hl• R � - ,Y _ � - - � .ti r ' I J ' l[l[ ��� yr.�...�.�.....�.» t. �• _ -_R_. ...»�_s-...{..« w. _ --1 r•._. -_^t,_ �_ _-'T _ _i i f�...�.._..�;�-}+--- u.. -I ....r-> ••-l•---.�:,_.,+++r'�s: . ���.•_'''�" _ _�.,�..sY S-..._.�... _ i _ �_.�1 � - � i... Z ._ -._ .. �:,�}_— %Z -F— —7 -- -- r --?---•Y-- *. --�.. l Y .i�c.,�-.�-. � � �Y'?'*"'- ? 'k . - `m r _ i SO SHEETS O22-141 22-142 100 SHEETS 22-144 200 SHEETS rb ` t ..�t..� , .. _. _ r Q� 4— • - - - 1 - - -i tet: •g.;': �—f• --T'_-'•' __ __�". _ _. S_ _ T r tel- .� _ - - , . _ _. � r -._ •.! _ ; _ _ _� __ ..c �. �i _ f. - �•---+ � - ' ----�- -. - .. _ . ` ___ , ;_.._...• - _._ . _-, -R � . r- . - -- - � . - - -i � _..._._ - - � -'--moi• •rr-= -- --*.- -•--r ---- - _ __ . . x-- • .�-�. ., • • t - ! , + _ } _ _". • . , 1 - +�!-i•>.+*-,--•--...r. ..--.�.jw.W.w..» +.w !' F �M hl• R � - ,Y _ � - - � .ti r ' I J ' l[l[ ��� yr.�...�.�.....�.» t. �• _ -_R_. ...»�_s-...{..« w. _ --1 r•._. -_^t,_ �_ _-'T _ _i i f�...�.._..�;�-}+--- u.. -I ....r-> ••-l•---.�:,_.,+++r'�s: . ���.•_'''�" _ _�.,�..sY S-..._.�... _ i _ �_.�1 � - � i... Z ._ -._ .. �:,�}_— %Z -F— —7 -- -- r --?---•Y-- *. --�.. l Y .i�c.,�-.�-. � � �Y'?'*"'- ? 'k . - `m r _ i W W W xxx .N VI 0 coo NOO N a^� rrC4 s! �J �r re, 4 CIV GREGORY A. PEITZ ARCHITECT 383 RIO UNDO AVE., CHICO CA 95926 (916) 894-5719 6-23-00 To: Butte County Building Dept. Re: Rupp Residence 12 Rock Creek Road Please find attached the results from the expansion index test for the soil at the above project. The foundation we designed and submitted for this project is sufficient for these conditions. III !fes APPLIED TESTING: CONSULTANTS Expansion Index Test client: Dennis & Marian Rupp Protect, Rupp Residence COMM'. Dennis & Marian Rupp $at description: Red t Brown Sandy Clayey Silt w/ Cobbles samplelooation: 122 Rock Creek Road, Chico esrmpls taken 4: Depth of aample: -1 Molature deterihinatlon arose wet wt: d4.5 Su Gross dry wt: 328.2 Pan wt: 82.8 Net dry wt: 245.4 Masture Loss: Moisture content: 14. Dene(ty determination wt of sal & ring: 551.5 Tare of Mg 200.1 Net oompacled loll w!: 391-4 MOO Dry Density, paf. 92.8 Saturation deforrMnation Volume or sallds: 0.550 Volume of water: Volume of all. 0.230 DsAree of saturation- . Oross tenet wet wt: 459.1 Gross final dry wt: 378.2 Final molsture loss. 90.9 Final net dry wt: 295.4 Fin Pinel molmure content This test was performed per ASTJM D-4828.86 Reviewed by: oats 21 -Jun -00 Tech: B. Carter Expansion index: 20 Mel)Thorntree Drive, Ste. 10 • Chico, CA 98973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-42d3. GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894.5719 PROJECT: I have reviewed the truss submittal for the above project and all loading design criteria have been met. Gregory A. Peitz Architect Ell June 16, 2000 Dennis Rupp 3018 Clarence Court Chico, CA 95973 Department of Development .Services Assessor Parcel Number: 47-510-017 Building Permit Number: 00-0926 Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: r�lr- 0 Your parcel is in an area of highly expansive soil. Please have a soils analysis done. If the Q•' expansion index is 20 or above, your foundation must be designed by an architect or engineer.� D� ZA K Truss cannot be Q' used over the kitchen. It is a three point bearing truss. Please revise the trusses or the layout. �lh�ind shearwall 1 on the shearwall schedule, but I do not see shearwall 2 on the schedule along with the requirements for that shearwall. Please add it to the plans. Plan review will continue upon receipt of the above items Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. 1 PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide 2 sets of complete plans, signed by the preparer of plans.. 2. Pay fees in the amount of $924.38 3. Pay impact fees. 4. Obtain Encroachment Permit for Driveway from Public Works. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Linda Sexton Plans Examiner 2 Building Permit Num r: Owner Name: KAA Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 1 of 2 Building Permit Number: Owner Name: Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: I All structures a d equipment including overhangs shall be clear of all easements. y A setback of _�� feet from the side and � feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. OqExpansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 10' . AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2000-001 6-768 Recorded Official Records CoBUTT Of TE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 11:35AM 08 -May -2000 REC FEE 7.00 CONFORM .00 Nikki Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT Nom/ FOR RESIDENTIAL DEVELOPMENT (-'1 Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established 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: A F�(— ®q`7 . S J O r .O/? — D©D 20C It Cgzet-f !i1q,/9Q PARCH[. 021 AS Swvwv i olu —ikA T Ceg -TAIN P#R eel ni iip CC 09;D 0D TN -rHe ®rVICL -rXe V'eeVR Da�lZ Or- r3v 1 -re , 19-Mre OF 124L)FORUA OU Fgr3..„�� 4 i We 4Wn 15 a F 19Aps A16t6 i 9� ?p �.AjD 2 J,, Date S^ Co d 017 PROPERTY OWNERS: State of California ) County of 9�A&_ ) On XYNMM to *800 before personally appeared '� \001A,t` ersonally (mown tome (o o the basis o s tisfacto ev-de ) to be the p rso who a name Aji subscribed to the within instrumegi,and acknowledged to me that s e executed the same in h' /hkr/ hei authorized capacityjEand that by h�s/hAr/ ei signature0 on the instrument, the person s) or the entity upon behalf of which the perso t( acted, executed the instrument. WITNESS m hand and official seal. Signature Seal: VERONICA CAVAZOS a COMM 1231M Wray 'uJ' A.P. # OD -5/0 00 OOD I .� ATROVED ❑ CONDITIONALLY APPROVED " . ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: D — 12- 1p Date: C7 — % — d- Genera/Informab%on • AP#• C��� `�- �1 D 0 / Owners Name: �%AN/ I S Parcel Acreage: Owners Address: LA C1 S 1 Building Site Address: Q CI< L.-ers, K RL) Proyerfylnformation Permit Toe: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: AR—) Date of Zoning Ordinance: General Plan: Development Agreement: Use Permit: Variance: • Parcel Is In: Land Conservation Agreement M No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area f.No ❑ Yes Specific Plan ® No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use Floodplain No ❑yes Zone: _ Panel.Number: D�nlD ❑ Watershed Protection Zone EjNo Yes Proposed Use Complies With: General Plan X,Zoning Fre Prevention Proposed Use Requires: ❑ Use Permit; ❑ Minor use Permit ❑ Administrative Permit ❑ AccessoryBuilding Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown, ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown Other Road Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoning Code ' Street & Highways Fre Prevention Subdivision Ma Front �D Side / D D Side street Rear (� v Height------ Septic Permit Review: Well Permit Review: Land Development Review: ?arcel Created by, ❑ Deeds J1 Map Perrs�it C/eara�ce Agriculture Affldavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/UW/Multi) ❑ No ❑ Yes Date of Creation: Legal Access Provided: ❑ No ❑ yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: Date of Recording: Lot: onditions That Must be Met Pricr to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access Block: Book: ` Page: ❑ Comply with condition no. of conditions of approval for the ❑ Provide Creation Deed ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other :eneral Comments: ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ENCROACHMENT PERMIT' COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 FAX: (530) 538-2140 APPLICATION IME, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) n NAME: MUNI S .PD SIGNATURE: -)-a� /✓��,,.n MAILING ADD PHONE: 9-5 �— I ;?If q LOCATION OF WORK TO BE DONE: /Y I t- - 1. Curb: ❑ Gutter: ❑ 2. Driveway (List Type) 3. Underground Condu 4. Other: DATE: �—' -3 J') t2 oe- TYPE OF WORK TO BE DONE Sidewalk: ❑ (PLEASE CHECK) IE PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITIONS: ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ Expiration Date: Detail ❑ Plans ❑ Special Conditions U. Mike Crump Director of Public Works By COUNTY RS BEFORE TO BE DONE 30) 538-7681 F DISTRICT IME, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) n NAME: MUNI S .PD SIGNATURE: -)-a� /✓��,,.n MAILING ADD PHONE: 9-5 �— I ;?If q LOCATION OF WORK TO BE DONE: /Y I t- - 1. Curb: ❑ Gutter: ❑ 2. Driveway (List Type) 3. Underground Condu 4. Other: DATE: �—' -3 J') t2 oe- TYPE OF WORK TO BE DONE Sidewalk: ❑ (PLEASE CHECK) IE PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITIONS: ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ Expiration Date: Detail ❑ Plans ❑ Special Conditions U. Mike Crump Director of Public Works By GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute'an accept- ance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any part of the County Highway and to iiarmediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsi- bility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require, the installation provided for herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the county right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be closed to travel by the gene-al public without special permission, in writing, of the Board of Supervisors. 7. The Permittee, by the acceptance of this permit,shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit. In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim. 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be placed and mechanically com- pacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (5') below finish surface grades shall be no less than ninety percent (90$6) as determined by Test Method No. Calif. 216-0 of the Materials and Research Department, State of California, Transpbrtation Department, Division of Highways, or other approv- ed test method. b. The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grade shall be no less than ninety-five percent (95%) as determined by the above testing method. Permit- tee shall bear all costs and responsibility for compaction tests. C. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be placed in 8" lifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 9055. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon back- filling of the excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construc- tion operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2") of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifi- cations. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. ENCROACHMENT PERMIT, ; COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 ,' FAX: (530) 538-2140 +...-rr-.., ...... r . �-y l�� •a .�;l.-st-^s� •n�'-Po-"7!*!. �` `'+iT-'"r APPLICATION I/YVE, the undersigned, hereby appl d�thle County% ut e for an encroachment permit to do the following work,' under or over1he county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) PHONE: 61 1 1 Ar`(3 1 DATE: 00 LOCATION OF WORK TO BE DONE:_ I pC cg,P�w TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type), a -1T_ � O� 3. Underground Conduit: 4.. Other: - Oct `' a ._ J PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITIONS: 10 ❑ All work shall conform to accompanying Detail ❑ Plans ❑ Special Con�li�Z❑. Date Issued: Mike Crump 1/ Director of Public Works Surety: Yes ❑ No ❑ Expiration Date: By NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone:'1530) 538-7681 PERMIT # DISTR[Ct-- 7i- APPLICATION I/YVE, the undersigned, hereby appl d�thle County% ut e for an encroachment permit to do the following work,' under or over1he county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) PHONE: 61 1 1 Ar`(3 1 DATE: 00 LOCATION OF WORK TO BE DONE:_ I pC cg,P�w TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type), a -1T_ � O� 3. Underground Conduit: 4.. Other: - Oct `' a ._ J PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITIONS: 10 ❑ All work shall conform to accompanying Detail ❑ Plans ❑ Special Con�li�Z❑. Date Issued: Mike Crump 1/ Director of Public Works Surety: Yes ❑ No ❑ Expiration Date: By GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an accept- ance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done sub'ect to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any part of the County Highway and to iisimediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsi- bility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require, the installation provided for herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the county right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be closed to travel by the gene-al public without special permission, in writing, of the Board of Supervisors. 7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit. In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim. 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be placed and mechanically com- pacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (5') below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-0 of the Materials and Research Department, State of California, Transportation Department, Division of Highways, or other approv- ed test method. b. The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grade shall be no less than ninety-five percent (95%) as determined by the above testing method. Permit- tee shall bear all costs and responsibility for compaction tests. C. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be placed in 8" lifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than ?055, Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon back- filling of Lhe excavation to the original 5:ades and cross sections, and to a condition as good as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construc- tion operations, shall be replaced within ONE REEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2") of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifi- cations. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. 1. .�..-.,-K.�r'+...r �",w.,�';c.."'�a""�lcF,•Y.7r:.rxiZ:�.S:„c1r.:.sf-er"`.�rvs•�$7"Gtfigf ' . ENCROACHMENT PERMIT COUNTY OF BUTTE =£ r DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA ;95965 FAX: (530) 538-2140 APPLICATION IIWE, the undersigned, hereby apply?o�the Coun�'V utte for an encroachment permit to do the following' work/ under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) NAME: t/P &J NJ 5 -Z” SIGNATURE: , r• MAILING ADDRESS: ✓t-+"� �-N u( �� C— PHONE: DATE: /a V LOCATION OFF WORK TO BE DONE: y�% 1 fie • -. �'� , rte` ; , TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type): /P A a 3.• Underground Conduit: 4. Other: PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITIONS: ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ Expiration Date: Detail ❑ Plans ❑ Special Mike Crump Director of Public Works By Ens U. 00 G NOTIFY COUNTY -_K*�, 24 HOURS BEFORE WORK IS TO BE DONE Phone:�J530) 538-7681 PERMIT # DISTRICT;;. ' - APPLICATION IIWE, the undersigned, hereby apply?o�the Coun�'V utte for an encroachment permit to do the following' work/ under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) NAME: t/P &J NJ 5 -Z” SIGNATURE: , r• MAILING ADDRESS: ✓t-+"� �-N u( �� C— PHONE: DATE: /a V LOCATION OFF WORK TO BE DONE: y�% 1 fie • -. �'� , rte` ; , TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type): /P A a 3.• Underground Conduit: 4. Other: PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITIONS: ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ Expiration Date: Detail ❑ Plans ❑ Special Mike Crump Director of Public Works By Ens U. 00 G GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an accept- ance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done sub'ect to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any part of the County Highway and to iiamediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsi- bility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require, the installation provided for herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the county right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall he kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be closed to travel by the gene-al public without special permission, in writing, of the Board of Supervisors. 7. The Permittee, by the acceptance of this permit,shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit. In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim. 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be placed and mechanically com- pacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (5') below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-0 of the Materials and Research Department, State of California, Transportation Department, Division of Highways, or other approv- ed test method. b. The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grade shall be no less than ninety-five percent (950) as determined by the above testing method. Permit- tee shall bear all costs and responsibility for compaction tests. C. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be placed in 8" lifts, and be compacted to a relative compaction of not less than 95-0. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon back- filling of i.he excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior tv the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construc- tion operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2") of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifi- cations. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. L J 40 -0 OUT/OUT STEEL 20'-0 20'-0 r FBL zjw B B w 4"SLAB W/6X6- 10/10WWM & 6 MIL VAPOR BARRIER 1 A B LB I i _J I L O~ 20'-0 20'-0 L 0 0 F L. O2 O J 0 tc i J FOUNDATION PLAN ',��~vR� y"v��'`� SIMPSON STEEL BUILDING COMPANY ll Z; 405 WEST OAK STREET • P.O.DRAWER 272 • COLUMBUS, KANSAS 66725 ;.� DESCRIPTION FOUNDATION PLAN TE.., CUSTOMER } �Q.� LOCATION C HI C O _> CA G�A�1 DRN. BY 'D BY DATE SCALE JOB NO. Bq R. - purNo./p.11% E CPN CPN . G- 5-001 NONE 00 - I 14 4 F i �F 40 -0 OUT/OUT STEEL 20'-0 20'-0 r FBL q B B B 4"SLAB W/6X6- 10/10WWM & 6 MIL VAPOR BARRIER 1 A B LB I i _J I L L -I-J 20'-0 20'-0 J 0 tc i J FOUNDATION PLAN ',��~vR� y"v��'`� SIMPSON STEEL BUILDING COMPANY ll Z; 405 WEST OAK STREET • P.O.DRAWER 272 • COLUMBUS, KANSAS 66725 ;.� DESCRIPTION FOUNDATION PLAN TE.., CUSTOMER } �Q.� LOCATION C HI C O _> CA G�A�1 DRN. BY 'D BY DATE SCALE JOB NO. Bq R. - purNo./p.11% E CPN CPN . G- 5-001 NONE 00 - I 14 4 F i �F I� !I General Mutes For Fuundation 1. All poured in place concrete shall have a / minimum compressive strength of 2500 psi. in 28 days. 2. Soii net bearing capacity is assumed to be a minimum ij 000 psf.. but it shall be the contractor's responsibility to verify the soil conditions. andif unusual conditions are encountered, notify engineer before construction. 3. All reinforcing shall be grade 60 4. lkhere splices in reinforcing are necessary. reinforcmi e shall be lapped 36 diameters 5. All reinforcing steel and accessories shall be detailed, fabricated, and placed in accordance with the latest revision of ACI manual, "Manual of Standard Practice For Detailing Rew forced Structures." 6. Reinf'ortane in all concrete walls, footinns, and bond beams shall be continuous around �7! All fill for floor salbs lhal be compac ec d -tom minimum of 9801'0 of standard proctor density, fill shall be tested by an independent testing laboratory during placement to insure proper density, fill shall be placed only over firm, well compacted soil. 8. Slabs on grade shall be a minimum 4" thickness, reinforced with 6X6- 10/10 wivf unless otherwise shown. 9. For anchor bolt layout see metal building drawing. 10. Thicken footings as required to accommodate anchor bolts. 11. Final grade shall be such that adequate drainage away from all sides of the foundation is provided and no erosion will occur. 4- 4 X 4 X 1/4 BEARING CLIP 4 # 5 REBARS 18" X 24" PIERS < a N 4BARS - EACH DIRECTION I .a ll N • ' — / ' e - COLUMN # ¢HAIR PIN X 10' LONG 6 X 6 — 10/10 WWM Q SAND CUSHION ). 3 TIES ® 12" O.C. 4 •• u 4-S SQUARE SECTION "A MAIN FRAME ( 2 ) REQUIRED HAIRPIN TYP. 4 X 4 X 1/4 BEARING 4 N 5 REBARS COLUMN # 4 -HAIR PIN X 6'-8" LONG 6X6-10/10WWM 18" X 24" PIE "SAND CUSHION BARS a NO. 3 TIES ® 12" O.C. ,•• EACH DIRECTION a e • d N • o d o• a 24" SQUARE SECTION B ENDWALL (Co) REQUIRED 6 X 6 10/10 W. W. F. ------ _____ SAWCUT 1" DEEP FILL W/ o LEAD OR APPROVED JOINT FILLER I - 1 � 4-4X4X1%4 ��� o m 14.'BEARING CLIP • • e p LLF II 1 I I I # 4 CONTINUOUS COMPACTED FILL REBAR s" CRACK CONTROL JOINT BEARING CLIP DETAIL PERIMETER BEAM * * AT 15' MAX SPACING IF OWNER FEELS CRACK CONTROL IS REQUIRED * MUST EXTEND A MIN. OF 12" IN TO UNDISTURBED SOIL AND/ OR 6" BELOW FROST LINE. j . SIMPSON STEEL BUILDING COMPAN+Y 405 WEST OAK STREET • P.O.DRAWER 272 • COLUMBUS, KANSAS 66725 DESCRIPTION FOUNDATION DE rA r LS 4-44EcT/o,!��S CUSTOMER DEAIA11S RUPP LOCATION CH l C O j CA r. V r-rA DRN. BY D BY DATE SCALE JOB NO. a q 85 i SH,EE�1,� CPN _-00 NONE 00 - 1I�1F 2 OF" �ISCPN 1)!;/ 0, ou 1 LIO-015*OLW ty. OL G) 40'-0 OUT/OUT STEEL 20'-0 20'-0 r F77 r I L J I B A 18L B r � . � I L J J B I J 4"SLAB W/6X6- 10/10WWM & 6 MIL VAPOR BARRIER 0 0 r O -9 A B L_I_J L J 20'-0 20'-0 F TION PLAN �QPpF ESSjo SIMPSON STEEL BUILDING COMPANY U c2 as 405 WEST OAK STREET • P.O.DRAWER 272 • COLUMBUS, KANSAS 66725 EX 3 O DESCRIPTION FOUNDATION PLAN CUSTOMER D ENA/S RUPP LOCATION C HI c 0 CA DRN. BY 'D BY DATE SCALE JOB NO.B q 8 S SHEET NO. ISSUE CPN CPN 6 - 5-00NONE oD - ! 1444 F r OF Z J W W S- 0 0 0 G) 40'-0 OUT/OUT STEEL 20'-0 20'-0 r F77 r I L J I B A 18L B r � . � I L J J B I J 4"SLAB W/6X6- 10/10WWM & 6 MIL VAPOR BARRIER 0 0 r O -9 A B L_I_J L J 20'-0 20'-0 F TION PLAN �QPpF ESSjo SIMPSON STEEL BUILDING COMPANY U c2 as 405 WEST OAK STREET • P.O.DRAWER 272 • COLUMBUS, KANSAS 66725 EX 3 O DESCRIPTION FOUNDATION PLAN CUSTOMER D ENA/S RUPP LOCATION C HI c 0 CA DRN. BY 'D BY DATE SCALE JOB NO.B q 8 S SHEET NO. ISSUE CPN CPN 6 - 5-00NONE oD - ! 1444 F r OF Z I., ` 4 1 General Mutes For 1'UU11d2LI011 1. All poured in place concrete shall have a minimum compressive strength of 2500 psi. in "8 days. 2. Soii net bearing capacity is assumed Lo be a minimum 1., 000 psf., but it shall be the contractor's responsibility to verify the soil conditions. and'if unusual conditions are encountered, notify engineer before construction. 3. All reinforcing shall be grade 60 4. Where splices in reinforcing are necessary, reinforcing shall he lapped 36 diameters 5. All reinforcing steel and accessories shall be detailed, fabricated, and placed in accordance with the latest revision of ACI manual, "Manual of Standard Practice For Detailing Reinforced Structures." 6. Reintorulne in all conc.-rete walls. f'ootinns and bond beams shall be continuous around comers. 7. N1 fill for floor slabs shall be compacted to minunum of 981/6 of standard proctor density, fill shall be tested by an independent testing laboratory during placement to insure proper density, fill shall be placed only over firm, well compacted soil. 8. Slabs on grade shall be a minimum 4" thickness, reinforced with 6X6-10/10 w«f. unless otherwise shown. 9. For anchor bolt layout see metal building drawing.. 10. Thicken footings as required to accommodate anchor bolts. 11. Final grade shall be such that adequate drainage away from all sides of the foundation is provided and no erosion will occur. 1.4 X 4 X 1/4 BEARING CLIP 4 # 5 REBARS COLUMN # 4 -HAIR PIN X 10' LONG 6x6-10/10WWM e . .a 18" X 24" PIE • ' CUSHION . a 5 N 4BARS NO. 3 TIES ® 12" O.C. EACH DIRECTION ; a .. a.• .a o• .I , a• t 4-S SQUARE SECTION "A MAIN FRAME HAIRPIN TYP. owe (2) REQUIRED I 4.4X4X1/4 BEARING CLIP, BEARING, CLIP DETAIL 6 X 6 10/1 W W.F. 4 X 4 X 1/4 BEARING CLIP 4 N 5 REBARS COLUMN # 4AIR PIN X 6'-8" LONG 6X6-10/10WWM 18" X 24" PIE `SAND CUSHION # BARS a • NO. 3 TIES ® 12" O.C. EACH DIRECTION L4 • N • • , C 24" SQUARE ° o i i I II I '• � , F P • g 4 CONTINUOUS REBAR s" PERIMETER BEAM SECTION " B ENDWALL ((P) REQUIRED SAWCUT 1" DEEP FILL W/ LEAD OR APPROVED JOINT FILLER COMPACTED FILL CRACK CONTROL JOINT * * * * AT 15' MAX SPACING IF OWER FEELS CRACK CONTROL IS REOUIRED * MUST EXTEND A MIN. OF 12" IN TO UNDISTURBED SOIL AND/ OR 6" BELOW FROST LINE F e,cF1iS��� /Y f � ®t FR P. SIMPSON STEEL BUILDING COMP ANY 405 WEST OAK STREET • P.O.DRAWER 272 • COLUMBUS, KANSAS 66725 DESCRIPTION FOUNDATION PE 77A r L5 4 SEC 770A15 CUSTOMER QEAIAIIS RUPP LOCATION CH l C O i CA DRN. BY'D CPN %UATE CPN -5-06 SCALE NONE JOB NO. Z-3qeg 00—//44 SHEET NO. F 2 OF 2 ISSUE I _ I Xi AR 260 Ft 0 In i / Existing Septic and Leach Lines Existing Work Shop \ u� � � GaroUo �Jdsling i R .1 0.000 " ,f link fence \ t pdsting Is Existing Wail t� FA I� I: s r 1 Proposed Pergola r� 1S jn �pp�c� 1d► � M� r veway Existin ` cot I rj Q Dennis and Marian Rupp A P* 047-510-017 112 Rock Greek Road .� Chico, CA 95973 i Last Update 2-22.05 C Scale 1 "=20' f 4 it I i i r of I I i I j I - j Dennis an dMarian. Rupp., AP.# 047-510-017 Existing House