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HomeMy WebLinkAbout064-450-038SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS, VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER " BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class C, ' �j / License Number: S Date: Q-24 Contractor: gYBxi��jt lfCdVF1`ic!Q OWNER -BUILDER DECLARATION I hereby affirm under penalty 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 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 the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five 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 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 year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of sale.). PERMIT NO. BPO52288 WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. Issued Date: 08/25/2005 APN: 064-450-038-000 Site Address: 14298 SINCLAIR CIR MAG Map Index: Description: RE -ROOF (25 SQ) Owner: MCBRAYER JAMES A & KATHRYN 14298 SINCLAIR CIR MAGALIA, CA 95954-9609 Applicant: GREENE & SON ROOFING PO BOX 2467 PARADISE, CA 95967-2467 530-873-3940 ❑ 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, Contractor: GREENS &SON ROOFING and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code PO BOX 2467 PARADISE, CA 95967-2467 Date: Owner: 530-873-3940 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 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. �—t have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: ff Carrier: Policy #:__ ❑ 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 the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: rJ — 2 ,1,I, —p Applicant: WARNING: Failure 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. License #: 275057 Architect: Engineer: Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: y3C�332 g-25 05 CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolution to do work indicated above f r which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) ((� �-�� 1 �/_ !) r _ 05 Name: By: ���Vy �A: t _ _ Date: Address: PERMIT EXPIRES 0 ❑ 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. 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 state 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 of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: /7 - �+ y 78PiG�1 Signature:oS� Date: O Owner Contractor ❑ Agent for Owner 0 Agent for Contractor 4=OK 0 =Not OK -= Not ReadyApplicable 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. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ftJ P LPG' 7. Well Clearance & 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 pacing -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. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Une 3. Blocking . 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits . 10. Ucense Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Cana 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-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 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men-Uning 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. Elea; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-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 = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) late UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Fig., Garage; Soils-Steel-Elec. Gmd.-/ /" Ftg. Depth 4. Fig.. Porches & Decks; Soils -Steel-/ /" Ftg. Depth S. 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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection _ 19. D.W.V; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI _ 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. Equip.. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Duds Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform 9 Furnace in Attic Date Card B-1 Date Card B-1 Date 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 FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac: Truss-Shting: Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdnn. 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-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Botts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infittration-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. Dud in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 78. Pib.; Bec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (FF1.)-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 0 Yes W. Following InstldJDrive D Yes D No/Walks D Yes D NwPlarders O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 85. 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. IBPO52288 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. . LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. r - License Class : License Number: 2 %7 P ,.o Date: —24 ^0 Contractor: V06! iud OWNER -BUILDER DECLARATION I hereby affirm under penalty 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 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 the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): Cl 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 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 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of 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' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: O 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. 0--f- have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: f Carrier: - Policy #: arrier:Policy#: ❑ 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 the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: — 2) — b Applicant: WARNING: Failure 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 I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address: Issued Date: 08/25/2005 APN: 064-450-038-000 Site Address: 14298 SINCLAIR CIR MAG Map Index: Description: RE -ROOF (25 SQ) J Owner: MCBRAYER JAMES A & KATHRYN 14298.SINCLAIR CIR MAGALIA, CA 95954-9609 Applicant: GREENE & SON ROOFING PO BOX 2467 PARADISE, CA 95967-2467 530-873-3940 Contractor: GREENE & SON ROOFING PO BOX 2467. PARADISE, CA 95967-2467 530-873-3940 License #: 275057 Architect: Engineer: Total Square Ft: 0 S. F: Valuation: $0.00 Census Code: y35332 D5 This permit is hereby issued under the applicable provisions of the But Resolution to do work indicated above fqr which fees have been paid. Q Date: 0—�, -O5 PERMIT EXPIRES ON: Code and/or O I 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. 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 state 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 of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: _Z1 Signature: Date:— 17 A Owner Contractor ❑ Agent for Owner 0 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "*PLEASE PRINT CLEARLY"' ARCHITECT/ENGINEER OWNER INFORMATION Last Name 12 MC8Mgtp 1 First Name A Address f, Z&2 City f} s Stat Zi 9 Phone r Fax E-mail P-WIF ARCHITECT/ENGINEER CONTRACTOR Name City State Zip Phone Address No City j,3 Stat` Zip S l �7 Phon UU Fax P-WIF Lic CI s391 ARCHITECT/ENGINEER Name Address City State Zip Phone E-mail State License ber APPLICANT SIGNATURE X For office use only: APPLICANT INFORMATION Name Flood. Zone Address SRA City No State Zip Phone Book Fax E-mail Planner APPLICANT SIGNATURE X For office use only: Zoning Property Address / 9? Flood. Zone Cross Street SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS KAFORMS\BUILDING FORMS\BIdoADDISubRgmts.doc PERMIT NO. BPO522 BIN # PROJECT LOCATION AP# GCby-y5a-n% Property Address / 9? City Cross Street WORKER'S COMPENSATION Policy Number 3. 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 Description or Scope of Work/: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Paqe 1 of 2 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 required. 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. v Received by: <,C:i. Amount: Bldg SRA Receipt #: 43Tj�j2 , Sheriff SMIP Date:g_ 2t _ b5 Other J REV 8-12-05 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 ori 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. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bidgs: (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. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). 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. .❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit 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 KAFORMSMILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 1/ A 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 63 -PERMIT NO. (Rev. 12/96) APPLICATION ANDPERMIT J %(l ASSESSOR PARCEL NUMBER 064,-450-038 ZONING BUILDING PERMIT OWNER Cr TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWN 5 MAID DRESS 9579s(/ 300 C 4200.00 CONTRACTOR R''S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 4200.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 40.95 BUILDING.jtDpR% SINCLAIR CIRCLE MAGALIA Energy Plan Checking Fee $ PERMIT FEE $123.95 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 10 X 30CARPORT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License 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. �l I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO IOooA 46.00 NEW CONST. DW ELUNO OCCUP. s0 OR ADDNS. ( a ACC. S.3.50FT. T. NON-pESlp MULTI.OU CUITS T 97,50 PONDLE OUTLET WER APPARATUS CIR. 8 BI 20 g 1'00 Ex. Occup. OUTLET OR FIXTURES SAL o .50 Ex. Occup.OFIxED �s RE�SID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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 with those provisions. X Date /0 'sz4' o3 _ Signa ure of pplicant)3-Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $123.95 uE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By D to D PERMIT EXPIRES ON �I U Dale Receipt No. WHITE-D.D.S.-B.D. C N RY• S ES OR P CSO OLDENROD-APPLICANT E.H. USE ONLY 9.1 Ran AnscMd I Roar A— A� Sam to 8.0 �7U TO: Building Department FROM: Environmental Health SUBJECT:, Sanitation Clearance M LC Owner Location AP# U Plan Approved for: S I ewa e Water Supply: Public - Private Well Cle ance for dwe2a. Other . ther 10( -4 - Hold final for: Final. clearance O.K. for:. NOTE:` Enviro 8/96 Date Is��ry. .� .. .'r � . � r.. Yl Y'' cry+► 1wr. �. -.. .. +,. r r-.,. . . C �.f-..-...�,..�}' ... . '' -� ..t - �. ,. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville', CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 12 / S„(1640r_a�OGi�ASSESSORPARCELNUMBER������"'S� Proposed Building Use: t % 1 Counter Technician: Date: Zn' Ite s required in order to app for a permit. All foxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 't 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. Energy compliance design and supporting documentation in duplicate. 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. l Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Site plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Fire Sprinklers............................................................................................ ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 17. Statement of Intent for Non -heated and A/C Buildings ...................................... . *18. Sanitation and site plan approval from the Environmental Health Department in /'%f,737 ❑ 19. City of Chico Plumbing permit........................................................................ ❑ 20. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 21. Planning approval for (A) Use: K(B)Parking: (C) Parcel Check: ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 23. NPDES Form............................................................................................. ❑ 24. Encroachment Permit for driveway from the Public Works Dept ................................. ❑ 25. Pre -Inspection for required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 29. Letter of Signature authorization.................................................................... ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 31. Manufactured home utility clearance............................................................... ❑ 32. Existing violations and/or expired permits......................................................... ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 34. Other: When issued Telephone.and hold for pickup. �- I have been infor(meed of the above items and requirements for obtaining a building permit. rye Applicant: Gc- dL 1. f C &_(_d� Date: J0 `��/ ' 03 1. Index permit application for the above items numbered: / Plan Check Letter 2. Additional items requ' S5, Contractor, designer, wn , was advised of the above data by phone, ❑ mail, ❑ counter, by Date:i ) -oP f -03 Contractor, designer, bwner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: at Z61a Note transfer by: Date: Yellow: Building Division YJ National Pollutant Discharge Elimination_ System (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below,.I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than' 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N. 01), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the BestManagement Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BNPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BNPs.must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BNPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BNPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. -Signed: Title: _ Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I. further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: C Title: Date: /D X29-03 NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-754 3 RMIT„•NO• Mobile Home Facilities APPLICATION AND PERMIT (,, Wisc. Wirina v.12/96) p HD SESSO R PARCEL NUMBER ZO BUILDING PERMIT _ OWNER° 3 SO. FT. OCC. BUILDING VALUATION � - OWNERS D � G CONrRACTOR' E TELEPHtNE CONTRACT'OR'S NG ADDRESS TRUCTTON FM OMR Fireplace ERS MPJUNG ADDRESS Total Valuation $ (� ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20'00 Permit Fee $ to 045 ARCMnECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ BuaowGADo Energy Plan Checking Fee $ $ iS X) PERMIT FEE $ IDT NO. t• SUBDIVISIONS NAME ss—c) (J �^ PARCEL MAP _I 2,b-7 PLUMBING PERMIT (ling Fee 20.00 v Each Trap 7.00 USEOFS UCTURE S or heat um water heater 23.00 SF ❑ Duplex ❑ Mobilehome ❑ Other Wat i ing 15.00 SPECIFY Each gasvater heater or vent 15.00 TYPE OF WORK Gas piping sy'sh-M1 - 5 outlets 15.00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer 15.00 Mobile Home S G 020.00 Describe Work: ��� �� t �Y�%�� S%NCW L04a--3— Z.� 2` 2� __ PERMIT FEE s ELECTRICAL PERMIT I Fling Fee 20.00 7� Main Service ow oA Irs 1 23.001, Mafk Service ( sow To I000A )1 46.00 .PERMIT, FEE PAID SRA SHERIFF OTHER EX. Occu OR FWrURES aaI ,yo FDD AP .OR EX. OCCU OUTLt�SD. EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Wisc. Wirina 23.00 I PERMIT FEE s in MECHANICAL PERMIT Filing Fee 20.00 Cooling Hood 6.50 PERMIT FE 3 Mobile Home Installation Fee $ r—m-reiv InsnAction Fee $ f CCC CONST. TTPE TO L FEE $ e v HAZ D. FEES CDF p HD ISSUE AMOUNT RECEIVED $ 4� 5 9S V/1 This permit is hereby issued under the applicable provisions / (� of the Butte County Code and/or Resolutions to do work DATE RECEIVED C�-� ! r�� indicated above for which fees have been paid. By Date RECEIPT ## ,3q/Y'2/ 1q� PERMIT EXPIRES ON [Date) STRUCTURAL CALCULATIONS fora 101x301x71-6" STEEL CANOPY (14 Pages) Prepared for BFA 1070 Marauder, Suite 1.00 Chico, Ca. 95973 Project No..ADG 2659-03 June 20, 2003 THE ADAMES DESIGN GROUP 1600 WILSON STREET . SAN LUIS OBISPO, CA'93401 (805) 801-2332 oQ�pFESS/pN�l NgORgFs� 37614 y 2 CIO Exq. 09/30/04 ? m CC C 1, v o F OF C AL\� Engineers Seal` BUTTE CO w BUILDING DIVISION APPROVED THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES 2 OF 14 TABLE OF CONTENTS SECTION and DESCRIPTION 1.0 Design Criteria 1.1 Design Codes and References........:...................................................3 1.2 Design Loads.....................................................................................3 1.3 Design Materials and Stresses...........................................................3 2.0 General Notes 2.1 Concrete Specifications................:....................................................4 2.2 Concrete Reinforcing Specifications.................................................4 2.3 Soil Specifications............................................................::...............5 2.4 Steel Specifications..............................................................................5 3.0 Struture Sketches Figure 3.1- Structure Plan................:.....................:........:..:...................... 7 Figure 3.2- Front Elevation.........................................:..............................7 Figure 3.3- Side Elevation.................:......I......:.............................:............8 Figure 3.4- Front & Back Framing........................................................... 8 Figure3.5- Side Framing..........................................................................8 4.0 Structural System..........................................................................................9 5.0 Structure Loads 5.1 Vertical Loads....................................................................................9 5.2 Lateral Loads .... .............................. . ............10 ...................................... 5.3 Load Combinations... ............................................................................ 12 6.0 Structural Analysis 6.1 Roof Sheathing and Shear Wall Design.............................................12 6.2 Check Anchor Bolts at Base Rail...............:......................................13 6.3 Check 3x2 Rafters:..................:.........................................................14 6.4 Check 3x2 Column...........................................:................................14 6.5 Check Moment Resisting Elbow Connection...............:....................15 6.6 Column Footing.......................................:.........................................15 6.7 Anchorage to Resist Uplift.................................................................15 BUTTE COUNTY BUILDING DIVISION APPROVED THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES 3 OF 14 1.0 DESIGN CRITERIA: 1.1 DESIGN CODES & REFERENCES • 1997 Edition of the Uniform Building Code • Steel Allowable Stress Design, Ninth Ed. (AISC) • Concrete Reinforced Concrete Design Handbook (ACI) Ultimate Strength Design Handbook (ACI) 1.2 DESIGN LOADS Dead Load: Structure Weight Live Load: UBC Sec. _1607 Wind Load: 90mph, Exp. C Snow Load: 35 psf Seismic Load: Zone 4, O.M.R.F. 1.3 DESIGN MATERL4LS & STRESSES Steel Tubing Manufactured per ASTM -A500 Carbon Steel 16-22 Gauge — cold rolled steel 16-7 Gauge — hot rolled steel Hot Dipped Galvanized ASTM A-123"and ASTM A-153 Bolts Anchor Bolts: ASTM A-36 or better Machine Bolts: ASTM A-307 or better Reinforcing Steel ASTM A -615-76A Grade 40: #4 bars and smaller Fy = 40,000 psi Grade 60: #5 bars and larger Fy = 60,000 psi Concrete Normal Weight F'c = 2500 psi in 28 days Soil Foundations have been proportioned based on ' an allowable soil bearing value of 1000 psf (w/ 1/3 increased for seismic) in accordance with the 1997 UBC BUTTE COUNTY BUILDING DIVISION APPROVED THE ADAMES DESIGN GROUP 2.0 GENERAL NOTES: JOB NO: ADG-2638-03 PREPARED BY: R. ADAMES CHECKED BY: R. ADAMES PAGE 4 of 14 2.1 CONCRETE SPECIFICATIONS 1. All concrete shall be normal weight and attain a minimum compressive strength of 2500 psi in 28 days. All concrete edges, corners, and intersections shall be tooled or chamfered '/" whether or not shown on the drawings. 2. The maximum concrete slump shall be: Slabs....................3" ±1" All other work.......'. A" ±1" 3. The minimum cement content shall be 5 'h sacks per cu yard and shall be a standard brand type II, low alkali, per ASTM C-150. 4. Any water reducing agents added shall be used to reduce the water/cement ratio. 5. Aggregate shall conform.to ASTM C-33. Maximum aggregate size shall be 1" U.O.N. Use'/" aggregate for slabs on grade. -6. 'Anchor bolts to be full diameter, cut thread made from ASTM A-36 steel by an American manufacturer and installed per "Lateral Requirements" on the following pages. 7. Curing: Freshly deposited concrete shall be protected from premature drying and excessively hot or cold temperatures, and shall be maintained with minimal moisture loss at a relatively constant temperature for the period of time necessary for the hydration of the cement (typically 7 days) 8. Special Inspection is NOT required for the footing concrete. 2.2 CONCRETE REINFORCING SPECIFICATIONS 1. All reinforcing steel 'shall be continuous. Splices in reinforcement shall NOT be made at or near points of maximum stress. Splices shall be lapped not less than 30 bar diameters'and in no case less than 24". Reinforcing bars shall have minimum bend radius of 6 times the bar diameter. Bars shall not be heated to facilitate bending. Once bent, steel shall not be straightened. 2. Reinforcing bars to be deformed bars conforming to ASTM A -615-76A: #3 & #4 ................... Grade 40 #5 & larger...............Grade 60 3. All reinforcing steel, shall be accurately positioned and adequately tied, using proper chairs and bolsters. Nails in wall or stem wall forms will not be acceptable. Supports and chairs placed against exposed surfaces shall be galvanized or provided with plastic feet. 4. Concrete cover over reinforcing is required as follows: 3" ............ where concrete is exposed to and cast against earth. 2" ............ where concrete is exposed to earth but cast against formwork. 1 '/z ........... where not exposed to earth or weather. BUTTE COUNTY BUILDING ®IVISIO APPROVED THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • • DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES 5 OF 14 2.3 SOIL SPECIFICATIONS . 1. Minimum required soil bearing (DL+LL) to be 1000 psf. 2. Expansive index= (assumed* / from report) *verification may be required by building official 3. It is recommended that on building sites exhibiting characteristics of instability, a soils investigation be performed (unless waived by the local building review agency). Any deviation from the design values shall be brought to the engineers' attention. 4. All required fill and backfill shall be compacted to at least 90% of maximum density unless otherwise noted on a soils report.' 2.4 STEEL SPECIFICATIONS 1. All structural steel plates, bar, angles and channels shall conform to ASTM A36 Standards. 2. All steel tube products shall be'manufactured-per ASTM -A500 Grade A-1008 and 1010 Carbon Steel Grade B-1010 thru 1022 Carbon Steel/ 15 gauge and heavier, Grade C-1015*thru 1022 Carbon Steel/ 15 gauge and heavier 3. Carbon Steel used shall conform to the following: 16 gauge — 22 gauge (cold rolled steel) 16 gauge — 7 gauge (hot rolled steel) 4. Wall thickness: Coldrolled tubing (see table'9 of ASTM A-513) Hot rolled tubing (see table 6 of ASTM A-513) 5. Bending Radius: (Minimum Workable) 2'/z to 3 -times the outside diameter (round) ; 3.'/� to 5 times the outside :dimension (shapes) BUTTE COUNTY BUILDING DIVISION .APPROVED . THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES 6 OF 14 i i BUTTE COUNTY BUILDING DIVISION APPROVED THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • DESIGN GROUP JOB NO: ADG-2638-03 I CHECKED BY: R. ADAMES 7 OF 14 3.0 STRUCTURE SKETCHES z.o�z.o� z.o� z.o�. 49.50" - 49.00" 49.00 49.50 50.00" 50.00" 50.00" Go. Roof Sheathing L 363.00"(LENGTH MAY VARY) FIGURE 3.1- STRUCTURE PLAN Lr Cy a 120.00"(10'-0" NOM.) FIGURE 3.2 - FRONT ELEVATION BUTTE COUNTY BUILDING p;VISI APPROVED 3' retun one side THE ADAMES ISUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES 8 OF 14 7R r WA 1.1 rh,l.;.r..- D , - f L_ 362.50'(30'-0' NOM.) r -� FIGURE 3.3 - SIDE ELEVATION 120.00'(10'-0' NOM.) I f- FIGURE 3.4 - TYPICAL FRAMING BUILDING DIVIS il j(, APP Elrli 49.50' 49.00' 49.00' 49.50' 50.00' 50.00' 4 u 50.00' 3 3 3 3 3 3 3 1 2 1 6 6 6 363.00'(30'-0' NOM.) FIGURE 3.5 - SIDE FRAMING E THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES 9 OF 14 4.0 STRUCTURAL SYSTEM 4.1 ROOF SYSTEM— Steel decking over steel tube purlins. Diaphragm will be considered flexible for calculation purposes. 4.2 WALL SYSTEM Ordinary Moment Resisting Frame 4.3 FLOOR SYSTEM— Slab on Grade. 4.4 FOUNDATION SYSTEM— 3 Options: Perimeter,,bearing wall footings, Earth Anchors, Slab Only 5.0 STRUCTURE LOADS 5.1 VERTICAL LOADS 5.1.1 Roof Loads Dead Loads (Estimated) Live•Load (UBC Table 16-C) Decking: 2.0 psf 3:12 (25 %) slope .'. 20 psf Framing: 1.5 psf Misc.: 1.5 psf 5.0 psf 5.1.2 Wall Loads Dead Loads (Estimated) Live Loads — See Section 5.2 Steel Siding over Tubing 5 psf .(Table 5.2 Ref. 1) 5.1.3 Floor Loads " Dead Loads • (Estimated) Live Load — Not applicable for floor type. 4" Slab on Grade: 50 psf (based on normal weight of 144 #/ft3) BUTTE COUNTY BUILDING DIVISION APPROVED THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES 10 OF 14 5.2 LATERAL LOADS 5.2:1 Wind Loads: Site Conditions: 90 mph, Exp. C P = Ce Cq qs Iw (UBC Sec. 1620) Method .1 (Normal Force Method) UBC Seca 1621.2 Ce = 1.06 (Structure Height less than 20') Walls Cq = .8 Inward (windward) =.5 Outward (Leeward) .Roofs r Cq = .7+.5= 1.2 outward (perpendicular to ridge, leeward) —.3 inward.(slope 3:12, windward) = .7+.5=1.2 outward (parallel to ridge) qs = 20.8 psf Iw = 1.0 (Occupancy Group 4) UBC Table 16-G UBC Table 16-H UBC Table 16-F UBC Table 16-K PwaHs-= (1.06)(0.8)(20.8)(1.0) =18 psf (Inward) Pro6f = (1.06)(1.2)(20.8)(1.0) = 26 psf (Outward) 5.2.2 Seismic Loads Total Design Base Shear: V = Cv I W UBC Sec. 1630.2.1 (30-4) RT Z = 0.40 for'Zone 4 UBC Table 16-1 Seismic Source Type = A (M>7.0, SR>5) UBC Table 16-U Near -Source Factor (Nv) = 2.0 (<2km to source) UBC Table 16-T Soil Profile = SE (conservative) UBC Table 16-J Cv = 0.96Nv = (.96)(2.0)=1.92 UBC Table 16-R I 1.0 (Occupancy Group 4) UBC Table 16-K T = (.035)(15')"4=.267 UBC Sec. 1630.2.2 R = 4.5 Steel O.M.R.F. UBC Table 16-N V = 1.92 -1.0 W = 1.60 W (4.5)(.267) BUTTE COUNTY BUILDING DIVISION APPROVED THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • DESIGN GROUP 'JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES 11 OF 14 Design Base Shear tided not exceed: V = 2.5 Ca I W UBC Sec. 1630.2.1 (30-5) R Z ='0.40 for Zone.4 UBC Table 16-1 Seismic Source Type = B (M<7.0, SR>2) UBC Table 16-U Near -Source Factor (Na) = 1.5 (<2 km to source) UBC Table 16-S Soil Profile = SE (conservative) UBC Table 16-J Ca = 0.36Na = (.36)(1.5)=.54 UBC -Table 16-Q I = 1.0 (Occupancy Group 4) UBC Table 16-K R = 4.5 Steel O.M.R.F. UBC Table 16-N r V.= (2.5)(.54)(1.01 W = .30 W (4.5) Design Base Shear not less than: V = .11 Ca I W UBC Sec. 1630.2.1 (30-6) Z = 0.40 for Zone 4 UBC Table 16-I Seismic Source Type = B (M<7.0, SR>2) UBC Table 16-U Near -Source Factor (Na) = 1.5 (<2 km to source) UBC Table 16-S Soil'Profile ='SE (conservative) UBC Table 16-J Ca'_ 0.36Na = (.36)(1.5)=.54 UBC Table 16-Q I = 1.0 (Occupancy Group 4) UBC Table 16-K V = (.11)(.54)(1.0)_ W =.06 W Zone 4 Base Shear not less than: V = 0.8 Z Nv I W UBC Sec. ,1630:2.1 (30-7) R - Z = 0:40 for Zone 4 UBC Table 16-I Seismic Source Type = B (M<7.0, SR>2) UBC Table 16-U Near -Source Factor (Nv) = 2.0 (<2 km to source) UBC Table 16-S Soil Profile = SE (conservative) UBC Table 16-J I = 1.0 (Occupancy Group_ 4) UBC Table 16-K R = 4.5 Steel O.M.R.F. UBC Table 16-N V = (.8)(A)(.54)(2.0)(1.0) -W =.08 W (4.5) " The Governing Design Base Shear value is V= 30W BUTTE COUNTY BUILDING DIVISION -D APPROVE THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • IDESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R.'ADAMES 12 OF 14 5.3 LOAD COMBINATIONS Using Working Stress Design for Steel Structures 1. DL + Roof LL 2. DL + Wind 3.. DL' .+ Seismic Note: Floor DL and LL is 'ekcluded due to Slab on Grade. 6.0 STRUCTURAL- ANALYSIS 6.1 ROOF SHEATHING AND SHEAR WALL DESIGN 6.1.1 Roof Contribution DL + LL =.5 psf + 20 psf = 25 psf (5 psf)(30 ft) = 150 lb/ft (roof DL) DL + Wind = 5 psf - 26 psf = -21 psf (Uplift) 6.1.2'Wall Contribution DL at niid-height = (5psf)(7.5ft / 2) = 19 lb/ft 6.1.3 Lateral Contribution Wind = (18 psf x 3.75 ft) +.(26 psf x 1.25 ft) = 96 plf Seismic = (.30)(150plf + 19 plf) = 51 plf < Wind .-.Wind Governs 6.1.4 Roof Sheathing Longitudinal Axis PLAN Unit shear in transverse direction, based on 4.5'c.c. frame spacing: v.= 96 plf x 4.5 ft = 43 plf per frame, 3.75' ~ 10ft BUTTE COUN Unit shear in longitudinal direction: BUILDING 1/I S ,v = (26:psf k (.667x 1.25ft x loft)) = 24 plf �APPR®VE® 2 x-4.5 ft THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • • DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES 13 OF 14 6.1.5 Roof Sheathing Requirements _Maximum Wind Pressure on Roof Sheathing is 26 psf. Use 26, Ga. Fabrell Grand Beam. Decking Rated at 40 psf Wind Load .30 psf Live Load 0.42 in. deflection for 5' span. Fasten to rafters per manufacturers instructions using No.12=14- sheet metal screws rated. at 434 lbs shear or bearing and 226 lbs pullout. 6.2 CHECK ANCHOR BOLTS AT BASE RAILS 6.3 Total shear load transferred to base rail from roof diaphragm along longitudinal axis: R = 43 plf x 4.5 ft = 193.5 lbs; so, for one Foresight `Duckbill' anchor bolt embedded min. 32" into compacted soil and 60" o.c, spacing,. allowable shear is 2900/4 725 lbs. And allowable tension is 2050/4 = 512.5 lbs. Thus., 194 -lbs /-725'lbs = 0:26 say l bolt minafor shear transfer. One bolt each column. CHECK 2x3 RAFTERS w.= 26 psf x 4.5 ft = 117 plf, M = 117 plf x (5 ft)?/8 = 366 lb -ft (31 lb -in) P .. Sx = .6067 in' . _ 1 111111. fo = M/Sx ='3 1 6067 = 51 psi fv=3V/2A=.(3 x293)/(2x.7166)=613 psi Axial load in rafter acting as drag strut. From Sec 6.2 (43 plf x 4.5 ft) 194 lbs fa = P/A = 194 lbs /.7.166 = 271 psi Allowables: Fb = 33 ksi; Fv = 22 ksi ; Fa = 4 ksi So, combined axial and bending (6.5/33) + (.147/4) =.23 < 1.0 Use' x 2 x 14 Ga. Rafters BUT COUNTY BUILDING DIVISION _ APPROVED THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • • DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES 14 OF 14 6.4 CHECK 3 x 2 COLUMN fa = P/A = (25_ psf)(4.5 x'5) /.7166 = 785 psi SG07i PRCIFGRTIES 2 x J x 14 Go. (.0747') A= 0.7166 fb = ((18 psf x 4.5 ft x 7.5 ft) x 12) /.6067 in' = 12016 psi S:: U6U97 = 1.1269 Iyy = 0.4867 Syy = 0.4867 Fb = 1.33 x 33000 = 43,890.psi, y - 0.8241 Cc— (27c2E/Fy)11Z = [(2)(3.1415)2(29000000)/50000] 12 = 107 Kl/r = (1.2)(7.5 ft)(1 2)/(.824 1) = 131 > Cc .-. Use Fa = 127tE / 23(Kl/r)2 Fa = 12TC2 (29000000) / 23(131)2 = 8,702 psi So, Combined Axial and Bending (.732 / 8.7) + (15 / 44) =.56 < 1.0 2 x.3 Column is adequate for loading. 6.5 CHECK MOMENT RESISTING ELBOW CONNECTION .Moment in Elbow (Me) _ (21psf)(4.5 ft)(5 ft)(12 in)=5670•in-lbs Stress in Elbow due to Me = 5670 -in -lbs /.6067— 9346 psi Allowable bending stress = .66Fy = .66(50000psi) = 33,000 psi. Shear in screws due to moment = 5670 in -lbs / [(18 in)(8 screws)] = 40 lbs/screw 6.6 COL UMN FOOTING Concentrated load from column is (25 psf)(4.5')(5') = 563 lbs. Req'd Footing Area =(563 lbs / 1000 psf)2 = .56 sq. ft. (12".x 12" min.) Footing size is.based on Min. Allowable Soil Pressure from UBC of 1000 psf. Use min. 12" x 12" x 12" deep square footing. Or 4" thick slab on grade Or 16" wide x 12" deep x building length strip footing. BUTTE COUNT 6.7 ANCHORAGE TO RESIST UPLIFT. BUILDING D IVI S Overturning Force on Structure (Per Frame Basis) APPROVED 21 psf x 4.5' spacing x 4.25' roof height = 402 lbs. per frame. Overturning Moment ('M1 ot) = 402 lbs x 7.5 ft = 3012 ft lbs Force Couple at base of structure resisting Overturning Moment (M1 ot) T = C = Mot / Span = 3012 ft lbs / 10 ft = 301 lbs at,base of Frame.(Uplift) Dead Load of structure resisting uplift: 5 psf x 16 ft x 4.5 ft= 360 lbs. Net Uplift at base of frame: 360 lbs — 301 lbs > 0 (59 Jibs) NO UPLIFT at base of each frame. N( rrom: Kooert AeaMS io: Joe Date: 10/21 r"3 Time: 2.51:38 PM Page 2of2 THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE 176.2 DESIGN GROUP JOB NO: ADG-2729-03 CHECKED BY: R. ADAMES Is or 15 ANCHOK4GE TO RESIST UPLIFT. 0,' I^ Uplift load on column is (31 psfN 5.0'H 7.5') " 1.163 lbs. Req'd Earth Anchors =Manta Ray MR68 earth anchor. Allowable Load per Manufacturer's Specification is 2000 lbs. at 3 ft embedment. Use One anchor at each. corner of structure and one conventional #4 rebar ( i!2" dia. Rod) at the center of the base r d- ' e(t,� min. 24" deep into firm.. compacted or undisturbed soil. / Id -, )+ n 0,- MA ;' i 1 EARTH ANCHOR DETAIL; SCALE: NONE I ,71E :!CA NA/OR LEWCm. 475' AEc -K, ME, '.3 !G m•:KS XI, V • R a TALI�:U WX �+*.tf:+ �.•.V Bi �'::1 •�:iEj i UP.. OCMSE S�;C- &F -L CR AR" SO' T& —F.0 S4 - _S - M-1 —40 :IOTA: 'W I QEBTR awr STCFl i �iP: ri: :.a�!ER, :9-SV.mI :• : a.+ T¢.e 'tIR ::TIl 39 nt5 : M • veN.�D .w -4kr rAQO vis Tru: rA s7oANcn : s Lr:' rORM"T PP.pTMCT$.LLC --', M3L [;: 4)111 ORW iT+tIYS; X3 lm-"55F01F' Sia 767-3880 1 n:.ma.sve.i' REDHEAD WEDGE ANCHOR OPTION Glow option is presented for installation on a pre-existing slab foundation. Total shear load Yosf 4nchcr Biil .`f Cocrete 1hG r° T DETAI to base rail from roof diaphragm along longitudinal axis: R = 34 plf x 5.0 ft - 170 lbs; so. for one 3;8" dia. Hilti RedHead Wedge Anchor tbedded a min. 3- into 2.000 psi concrete, Allowable Ten! 3,480 lbs and Allow=able shear is 4000 lbs. us. 170 lbs 4000 lbs = .04 say ; 1 anchor min. for shear iisler. One anchor at each post. BUTTE COUNTY BUILDING DIVISION APPROVED OCT -21-2003 TLE 02:47PM TD: pQrF.P 0 I .,Ari Introduction', to _ t , Manta Ray'- aSfingra'y' a bb.� Y 5i Ilil SII® • + • • PRODUCTS, LLC, 6430 E. 49th Ave: Commerce City, CO phone 303 286-8955 , fax 303 287-3866 800 325-5360 , foresight@earthanchor.com , www.ecirthanchor.com , BUTTE COUNTY BUILDING DIVISION APPROVE® 1) INTRODUCTION 2) THE UNFAIR ADVANTAGE - Manta Ray. and Stingray earth anchors are driven tipping plate Manta Ray and Stingray anchors offer many significant soil anchors for reaction of tensile loads.. Manta Ray anchors advantages: have ultimate capacities up to 20 tons, and Stingray anchors have ultimate capacities up to 50 tons. After driving the 4.0 Fast, easy installation ' anchor,to the required depth, the driving tool (called drive ❖ ; Immediate proof test results t steel) is removed. The anchor is then tipped and proof tested ❖' No grout with Foresight's Anchor Locking Kit from its edgewise- ❖ ' Inexpensive installation equipment driving position to present its bearing area to the soil. This is ❖ Environmentally friendly called,"load locking", and provides an immediate proof test of ❖ No excavation required each anchor. ❖ Superior Holding Capacity ❖ Anchors for a wide range of soils & applications , ` A. 7"EAW ANCIItOR ROD '2, 6MSERT DRIVE STEM :3. POSRIOlJ AMO6tQst AT PMPEA INTO MANTA RAY, 0170 ANCHOR LOCATION! ARID AXC. U • ll�lL�. � Y d, '• IANE ANC—R6R TO 5 RE.u.OyE DIM SI£EL -5. USE, LOAD LOCKERTO PROPER DEPTH Pr1w. AMMOR OLIO LOAD Lom Posrno I 3) 'MANTA RAY AND STINGRAY BASIC SIZES Basic Anchor Installation Depth Feet/Meters ` Ultimate Strength - Ki s/kN Yield Strength Kips/kN Anchor Weight Lbs/kg Bearing Area Sq. in./cm Manta Ray MR -SR 7-30 2-10.' 40 478 30 133 21' 9.5 142 916. Manta Ray MR -1 7-30 2-10 40 178 30 133 12 - 5.4 71 458 Manta Ray MR -2 7-30 2-10 40 178 30 `. 133 10, 4.5. 41 265 Manta Ray MR -3 7-20 2-6 20 89 16 72 6 2.7 34 219 Stingray SR -1 "' 15-50 5-15 100. 445 75 _ - 334 47 21 115 740 'Stingray SR -2 15-50, 1 5-15 1-100 ';1z 445 1 75 334 . 66 30 250 1613 Stin ra .SR -3 15-50 1 5-15 1 100 445 1 75 ` 334 • . 77 '35 375 2419 r 4) INSTALLATION METHODS, Rock Drills: Vehicle Mounted Breakers or Compactors: Boom mounted demolitions or compactions are very effective Top Hammer or down-the-hole hammer rock drills are very for driving Manta Ray and Stingray anchors. This method effective for installation of Manta Ray and Stingray anchors. requires a special tool in the breaker or a socket welded to the For hard soil or weak rock installations, the drill can be used bottom of the compactor to hold the drive steel. Skid Steer • to drill a pilot hole. Foresight can provide striker bar adapters Loaders, Loader-Backhoes or Excavators work well. 4,000 to for these types of drills. Rock drilling steel can also be 16,000 lb. Vehicles with 250 to 500 foot-pound pavement modified to drive Manta Rays and Stingrays. breakers are best for Manta Rays, and 16,000 to 30,000 lb. _ Vehicles with 500 to 1,000 foot-pound pavement breakers are best for Stingrays. Breaker tools and vibro sockets are ± a� available from Foresight Products. Concrete Breaker on Skid Steer Top Hammer Rock Drill Vibro on Backhoe Down Hole Hammer 3 �r •f 'ti Concrete Breaker on Skid Steer Top Hammer Rock Drill Vibro on Backhoe Down Hole Hammer 3 Manual Installation: In some applications, Manta Ray anchors are driven into the soil with a 90 lb. pavement breaker and coupled drive steel. Pneumatic or hydraulic breakers are acceptable, but a 90 lb. weight class breaker is necessary. Manual installation of Stingray anchors,is not recommended. , 5) INSTALLATION EQUIPMENT Drive Steel: Drive steel and accessories are available from Foresight Products for all Manta Ray and Stingfay anchors in basic lengths of 3 feet, 6 feet, and 8 feet. Multiple sections are coupled together with specialized couplers to achieve the required depth of installation. Manta Ray and Stingray drive steel are not interchangeable. / Load Locking Kits For Manta Ray, the LL -1 is a 10 -ton fast acting jack with LL -1 for Manta Ray For Stingray, the SR-LLK is a 60 -ton double acting jack with a 10 -inch stroke, which includes a hydraulic power supply. It is available in two models, one for tower guy anchors and one for retaining wall tieback anchors. an 8 -inch stroke. The direct reading gauge and rod SR-LLK for Stingray gripping jaws make load locking easy and quick. For high capacity Stingrays, ,the LL -40 is a 20 -ton jack with • 6) COMPOSITION AND MATERIALS a 10 -inch stroke. The base and jack are self -aligning to . Manta Ray and Stingray anchors are made of hot dip the actual installed angle of the anchor. Both kits require galvanized ductile iron. Structurally compatible anchor open center hydraulic flow of 2 to 8 gallons per minute rods and end terminations for guy line or retaining. and a maximum pressure of 2,OOO'psi. A power supply structures are available for all anchor models. Manta is not included with these load -locking kits, it must be Ray anchors use Continuous Thread Bar (CTB) and provided separately. Foresight Products models GPU18- Stingray anchors use Solid Core Rod (SCR). 8 or GPU -2 are suitable for the LL -1. GPU 18-8 is Some models of Manta Ray anchors are available in required for the LL -40. Stainless Steel. t 'n TECHNICAL PERFORMANCE ISSUES Manta Ray and Stingray anchors are'tensile anchors designed to work well in soils with SPT blow counts (1) from 7 to 50. The smaller anchor models are used in harder soils or where lowers loads are required. Larger anchors are used in softer soils. In harder soils, the installed capacity is limited by the ultimate strength of the anchor. In softer soils, it is limited by the soil strength. Soils with blow counts of 35 to 50 and higher, often require the installer to drill a 4 -inch diameter pilot hole for Manta Ray or a 6 -inch pilot hole for Stingray prior to installation in order to achieve an efficient installation time. Although they are not intended for installation in .rock, some models can be successfully installed into rock formations with low Rock Quality Designation (RQD). Typically, a pilot hole is required for these installations, but sometimes anchors can be simply driven into weathered, layered, decomposing rock. Manta Ray and Stingray anchors are designed to react tensile loads along the axis of the anchor rod. They are not designed to react compressive, lateral, or shear loads, however, they can be made to do so by the addition of. grout, which will increase the holding capacity, sometimes very significantly. 9) ULTIMATE HOLDING CAPACITY CHART The increase is dependant upon the grout length and soil type. Both the CTB and SCR exceed the deformation characteristics of ASTM 615 rebar. For retaining structures, Manta Ray anchors should be installed a minimum of 6 feet behind the failure place after proof testing. Stingray anchors should be installed a minimum of 10 feet behind the failure plane after proof testing. A minimum overburden of 4 feet must be maintained for Manta Ray anchors and 7 feet for Stingray anchors. Manta Ray and Stingray anchors can be proof tested up to 90% of yield strength. Working loads are typically between 50% and 90% of the proof test value. 8) TECHNICAL SERVICES Limited technical services are available to help select anchors and anchoring methods, installation training, and support. Soil boring logs with USCS soil classification and SPT blow counts are required to predict anchor performance. Please contact your Manta Ray distributor or Foresight Products directly. Per diem, and other charges for on-site services may apply. Soil Description Blow . Stingray Stingray Stingray Manta Ray Manta Ray Manta Ray Manta Ray Count SR -3 SR -2 SR -1 MR -SR MR -1 MR -2 MR -3 Dense fine compact 45-60 100 79-89 58-65 40 3640 21-28 17-20 sands, very hard silts or (2,3) (2,4) (2,4) (1,3) (1,3,4) (2,4) (2,3,4) clays Dense clays, sands and 35-50 85-100 62-79 39-58 32-40 24-36 15-22 12-18 gravels, hard silts and (2,3,4) (4) (4) (2,3,4) (2,4) (2,4) (2,4) clays Medium dense sandy 24-40 63-90 46-66 29-41 24-34 18-20 12-18 9-1.4 gravel stiff to hard silts (4) (4) (4) (2,4) 2,4) (4) (4) and clays Medium Dense Coarse 14-25 48-63 3148 24-32 18-24 15-20 9-12 7-9 sand and gravel, Stiff to (4) (4) (4) (4) (4) (4) (4) Very stiff silts and clays Loose to Medium Dense 7-14 3748 27-36 16-24 14-18 10-15 7-10 5-8 Fine to Coarse sand; Firm (4) (4) (4) (4) (4) (4) (4) to Stiff clays and silts Notes: 1) Drilled pilot hole required for efficient installation. 2) Ease of installation may be improved by drilling a pilot hole. 3) Holding capacity limited by ultimate strength of anchors. 4) Holding capacity limited by soil failure. 5) Not recommended in these soils. 5 10) GENERAL SPECIFICATION FOR MANTA RAY OR STINGRAY ANCHORS 1.0 Description This work shall consist of furnishing, driving, proof testing and attaching of Manta Ray or Stingray Anchors at locations and finished embedment depths as shown on the plans, or as directed by the project engineer. 2.0 Work Included A) Furnishing and driving Manta Ray or Stingray Anchors as shown on the plans. B) Load Locking and Proof Testing the driven anchors. C) Furnishing and installing the hardware required attaching the anchors to the structure. 3.0 Definitions A) Manta Ray and Stingray Tieback Anchors — Impact or vibration driven tipping plate soil anchors for reaction of tensile loads. B) Anchor Rod — Galvanized threaded steel bar used to connect the Manta Ray or Stingray anchor head to the structure. Typically, the rod is a fully threaded bar of sufficient strength to be compatible with the strength of the Manta Ray or Stingray earth anchor head. This will provide an adequate structural safety factor compared to the proof test, lock -off, or working load. 4.0 Earth Anchors, Anchor Rods, and Attachment Hardware A) Earth anchors shall be as manufactured by Foresight Products, LLC of Commerce City, CO. or an engineer approved equivalent. Anchor model, rod size, embedment depth, and proof test requirement may vary with location as detailed on the project drawings. B) Anchor rods shall be a minimum of 3/4" diameter steel for Mnta Ray and l" for Stingray and shall provide enough length to satisfy the specified minimum finished embedment length as shown on the project drawings. C) Attachment Hardware consisting of Washers, Beveled Washers, Steel Plates and Nuts or Eyenuts shall be compatible with the anchor rods in terms of fit, function and strength. 5.0 Materials A) Manta Ray and Stingray earth anchor heads are Hot Dip Galvanized Ductile Iron per ASTM A-123. B) Anchor rods and attachment hardware are Hot Dip Galvanized Steel per ASTM A-153. 6.0'Installation A) Manta Ray anchors must be driven to a depth that allows sufficient pull back allowance to meet the required minimum finished embedment length after proof testing. A good general rule is to allow for 3 feet of pull back. Choice of driving equipment is the responsibility of the contractor, but it is suggested that the contractor contact Foresight Products Engineering Department at 1-800-325-5360 for installation suggestions and required equipment. B) Manta Ray and Stingray anchors must be proof tested to the load specified on the project drawings with the Foresight LL -1, LL -45 or SR-LLK Load Locker or an engineer approved equivalent. After tipping the anchor to its "load locked" position, by one or more cycles of the Load Locker, a proof test must be performed as follows. Upon reaching the proof test load as specified on the project drawings, that load must be held for a period of 1 minute during which time the movement of the anchor rod shall not exceed 0.5". The anchor must also meet the specified minimum embedment length after the proof test. If the anchor fails this proof test, the engineer must be notified. It is suggested that the contractor keep a record of the proof test loads achieved and final embedment lengths of each anchor. C) Remedies for a failed proof test load must be approved by the engineer, but in general include: a) Decreased anchor spacing b) Increased anchor embedment depth c) Slightly different installation angle d) Larger anchor head size e) Addition of grout or other capacity enhancement material f) Re -test after a period of 12 — 24 hours. History has shown an increase in capacity over time in the range of 5 — 10 percent. OCT -21-2003 02:53P FROM: ; TO:5362140 - P:2/2 THE ADAMES SUBJECT. STEEL BUILDING PREPARED BY: R. ADAMES PAGE DESIGN GROUP JOB NO: ADG 2729 09 CHECKED BY. R. ADAMES I;,,F I; I'i• 2 : t;VC1-.10RA(iF. TO Rt._S181- U1'1.11 -T I plil•i Inacl nit cnlunln is (11 psl)( 5.0.11 `) 1. 101 lbs. _ Rey♦d Earth Anchors Want:, Ray N1R6S earth anclmr. Allowable load per Mamstk1urcr♦s Specification is ?000 It;,,. at 3 ft embedment. 1 iso Oiie allclwr at each vomer ul sU"tk:lUfc uIld 4111C 0111l'vI1t1(�llal 04 rehar (16. Rodl at the center of the base rail embedded a min. '?4 deep inloainn, compacted or r • utidisturhed coil . U - •.1. . u ....:Ms .nr. .."r: j Ln..i? - .' ' / . . wl',. ♦1 `Nr,:�M: `)VM.•:' NI :i �. .. 7A r`-� j,i „^�•_ • I EARTH ANCHOR DETAIL ........... a 6.2.1 RCDIIEAD WC:I)GI: AN('11OIt O1"1 ION The fiollou ing option prese,ltal 1 -or insialllation on a lire -existing slab Ibundation. R Total sheat' load tr:ulslerred to hale' rail from rool diaphra-int along longitudinal iris: R - 34 pll' x :.0 ft - 170 Ibs: su, liir unc . S- dia. Ililti Redlfead Wedge Anchur embedded a min: ; into 2.000 psi concrete. Allowable Tensio — -� k;,, is 3.480 lbs and Alluwable slic:alr is 4000 lbs. i ..I - coraet� 'Jcs • •i }lu:. 170 lbs y 4600 lbs - .04 sav : I alichor min. for shear transfer. one anchor at each pusl. . 4 1 ,- - ► y ANCHOR BOLT DETAIL y - r OCT -21-2003 TUE PRGE:2 { I r� STRUCTURAL CALCULATIONS fora 101x301x7'-6" STEEL CANOPY (.14 Pages) Prepared for BFA 1070 Marauder, Suite 100 Chico, Ca. 95.973 , Project No. ADG 2659-03 June -20, 2003 - THE ADAMES DESIGN GROUP 1600 WILSON STREET SAN LUIS OBISPO, CA 93401 (805) 801.-2332 oQ?,OFESSjpN�l" S�MpqA'�s �, JQ '.37614 �9 w. cp Exo. 09/30/04 ? m F OF CA��V Engineers Seal THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES 2 OF 14 TABLE OF CONTENTS SECTION and DESCRIPTION PAGE NO. 1.0 Design Criteria 1.1 Design Codes and References.:...:......................................................3 - 1.2 Design Loads..: ........................................ ........................ 3 1.3 Design Materials and Stresses ................................................ ........... 3 2-.0 General Notes 2.1 Concrete Specifications ............................................. I 2.2 Concrete Reinforcing Specifications ...... * ........................................... 4 2.3 Soil Specifications ......................... ..................................... I .............. 5 2.4 Steel Specifications ........................ .................................................... 5 3.0 Struture Sketches ',Figure 3.1- Structure Plan ...... ................. 7 Figure 3.2- Front Elevation ................................................ 7 Figure 3.3- Side Elevation ........ .............................................................. 8 Figure 14- Front & Back Framing .................................... : ...................... 8 Figure3.5- Side Framing .......... i ........................................... .................... 8 4.0 Structural System ....................................................................... .................. 9 5.0 Structure Loads 5.1 Vertical Loads. .9 5.2 Lateral Load's ..................................................................................... 10 5.3 Load Combinations .......................................... I .................................... 12 6.0 Structural Analysis 6.1 Roof Sheathing and Shear Wall Design 12 6.2 Check Anchor Bolts at Base . Rail .................................................... —13 6.3 Check 3x2 Rafters ................................................................................. 14 6.4 Check 3x2 Column .............................................................................. 14 6.5 Check Moment Resisting Elbow Connection' ......:.... .................... I ....... 15 6.6 Column Footing ....................15 6.7 Anchorage to Resist Uplift ....................... 15 THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES 3 OF 14 1.0 DESIGN CRITERIA: 1.1 DESIGN CODES & REFERENCES • 1997 Edition of the Uniform Building Code Steel Allowable Stress Design, Ninth Ed. (AISC) ' • Concrete Reinforced Concrete Design Handbook (ACI) Ultimate Strength Design Handbook (ACI) 1.2 DESIGN LOADS Dead Load: Structure Weight Live Load: UBC Sec. 1607 Wind Load: 90mph, Exp. C Snow Load: 35 psf Seismic Load: Zone 4,, O.M.R.F. 1.3 DESIGN M.4 TERL4LS & STRESSES Steel Tubing Manufactured per ASTM -A500 Carbon Steel 16-22 Gauge — cold rolled steel 16-7. Gauge — hot rolled steel Hot Dipped Galvanized ASTM A-123 and ASTM A-153 Bolts Anchor Bolts: ASTM A-36 or better Machine Bolts: ASTM A-307 or better Reinforcing Steel ASTM A -615-76A. Grade 40: #4 bars and'smaller Fy, = 40,000 psi Grade 60: #5 bars and larger Fy = 60,000 psi Concrete: Normal Weight F'c = 2500 psi in 28 days Soil Foundations have been proportioned based on an allowable soil bearing value of 1000 psf (w/ 1/3 increased for seismic) in accordance with the 1997 UBC THE ADAMES DESIGN GROUP 2.0 GENERAL NOTES: JOB NO: ADG-2638-03 PREPARED BY: R. ADAMES CHECKED BY: R. ADAMES PAGE 4 OF 14 2.1 CONCRETE SPECIFICATIONS 1. All concrete shall be normal weight and attain a minimum compressive strength of 2500 psi in 28 days. All concrete edges, corners, and intersections shall be tooled or chamfered 3/" whether or not shown on the drawings. 2. The maximum concrete slump shall be: Slabs....................3" ±1" All other work ......... 4"±1" 3. The minimum cement content shall be 5 %i sacks per cu yard and shall be a standard brand type lI, low alkali, per ASTM C-150. 4. Any water reducing agents added shall be used to reduce the water/cement ratio. 5. Aggregate shall conform_to ASTM C-33. Maximum aggregate size shall be 1" U.O.N. Use 3/" aggregate for slabs on grade. 6.- Anchor bolts to be full diameter, cut thread made from. ASTM A-36 steel by an American manufacturer and installed per "Lateral Requirements" on the following pages. Curing: Freshly deposited concrete shall be protected from premature drying and excessively hot or cold temperatures, and shall be maintained with minimal moisture loss at a relatively constant temperature for the period of time necessary for the hydration of the cement (typically 7 days) 8. Special Inspection is NOT required for the footing concrete. 2.2 CONCRETE REINFORCING SPECIFICATIONS 1. All reinforcing steel shall be continuous. Splices in reinforcement shall NOT be made at or near points of maximum stress. Splices shall be lapped not less than 30 bar diameters and in no case less than 24". Reinforcing bars shall have minimum bend radius of 6 times the bar diameter. Bars shall not be heated to facilitate bending. Once bent, steel shall not be straightened. 2. Reinforcing bars to be deformed bars conforming to ASTM A -615-76A: #3 & #4 .................. Grade 40 #5 & larger ............... Grade 60 All reinforcing steel, shall be accurately positioned and adequately tied, using proper chairs and bolsters. Nails in wall or stem wall forms will not be acceptable. Supports and chairs placed against exposed surfaces_ shall be galvanized or provided with plastic feet. 4. Concrete, cover over reinforcing is required as follows: 3".............where concrete is exposed to and cast against earth. 2".. ........... where concrete is exposed to earth'but cast against formwork. 1 'h": ........ where not exposed to earth or weather. THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES' 5 OF 14 2.3 SOIL SPECIFICATIONS 1. Minimum required soil bearing (DL+LL) to be 1000 psf. 2. Expansive index= (assumed* / from report) *verification may be required by building official 3. It is recommended that on building' sites exhibiting characteristics of instability, a soils investigation be performed (unless waived. by the local building review agency). Any deviation from the design values shall be brought to the engineers' attention. 4. All required fill and backfill shall. be.compacted to at least 90% of maximum density unless otherwise noted on a soils report. 2.4 STEEL SPECIFICATIONS I. All structural steel plates, bar, angles and channels shall conform to ASTM A36 Standards. 2. All steel tube products shall be manufactured per ASTM-A500 Grade A-1008 and 1010 Carbon Steel Grade B-1010 thru 1022 Carbon Steel/ 15 gauge and heavier Grade C-1015 thru 1022 Carbon Steel/ 15 gauge and heavier 3. Carbon Steel used shall conform to the following: 16 gauge — 22 gauge (cold rolled steel) 16 gauge — 7 gauge (hot rolled steel) 4. Wall thickness: Cold rolled tubing (see table 9 of ASTM A-513) Hot rolled tubing (see table b of ASTM A=513) 5. Bending Radius: (Minimum Workable) 2 '%2 to 3 ' times the outside diameter (round) 3 %,to 5 times the outside dimension (shapes) THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES 6 OF 14 THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • • DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES --17 OF 14 3.0 STRUCTURE SKETCHES . �2.0�49.50" . JI2.0z.0z.0 49.00"�49.50" 00"�� 26 Co. Roof Sheathing I_ 363.00"(IENCTH MAY VARY) � 1 FIGURE 3.1— STRUCTURE PLAN 120.00"(10'-0" NOM.) FIGURE 3.2 — FRONT ELEVATION ml I3' return one side THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES 8 OF 14 7r. rn W.1 1 r)—l';— 17....r 362.50'(30'-0' NOM.) FIGURE 3.3 — SIDE ELEVATION, 12 4 .. 3F cR 'OPEN 120.00"(10'-0" NOM.) r FIGURE 3.4 — TYPICAL FRAMING J 200 49.50' 41 49.00' 49.00" I F� 49.50' 50.00" 50.00" z.uu 50.00" 3 3 3 3 3 3 3 1 2 1 6 6 6 363.00"(30'-0" NOM.) FIGURE 3.5 — SIDE FRAMING A .�I THE ADAMES SUBJECT: STEEL BUILDING. PREPARED BY: R. ADAMES PAGE FM DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES 9 OF 14 4.0 STRUCTURAL SYSTEM 4.1 ROOF SYSTEM— Steel decking over steel tube purlins. Diaphragm will be considered flexible for calculation purposes. 4.2 WALL SYSTEM - Ordinary Moment Resisting Frame 4.3 FLOOR SYSTEM— Slab on Grade. 4.4 FOUNDATION SYSTEM— 3 Options: Perimeter bearing wall footings, Earth Anchors, Slab Only 5.0 STRUCTURE LOADS 5.1 VERTICAL LOADS 5:1.1 Roof Loads Dead Loads" (Estimated) ' Live Load (UBC Table 16-C) Decking: 2.0 psf - 3:12 (25 %) slope 20 psf Framing: 1.5 psf Misc.: 1.5 psf 5.0 psf 5.1.2 Wall Loads Dead Loads (Estimated) Live Loads — See Section 5.2 Steel Siding over Tubing 5 psf (Table 5.2 Ref. 1) 5.1.3 Floor Loads Dead Loads (Estimated) Live Load — Not applicable for floor type. 4" Slab on Grade: 50 psf (based on normal weight of 144 #/ft3) THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES 10 OF 14 t 5.2 LATERAL LOADS 5.2.1 Wind Loads Site Conditions: 90 mph, Exp. C P = Ce Cq qs Iw (UBC Sec. 1620) Method 1 (Normal Force Method) UBC Sec. 1621.2 Ce = 1.06 (Structure Height less than 20') Walls Cq =.8 Inward (windward) =.5 Outward (Leeward) Roofs . Cq =.7+.5= 1.2 outward (perpendicular'to ridge, leeward) .3 inward.(slope 3:12, windward) .7+.5=1.2 outward (parallel to ridge) qs = 20.8 psf Iw = 1.0 (Occupancy Group 4) UBC Table 16-G UBC Table 16-H UBC Table 16-F UBC Table 16-K Pwans = (1.06).(0.8)(20.8)(1.0) = 18 psf (Inward) �--- Proof = (1.06)(1.2)(20.8)(1.0) = 26 psf (Outward) 5.2.2 Seismic Loads Total'Design Base Shear: V.= Cv I W UBC Sec. 1630.2.1 (30-4) RT Z = 0:40 for Zone 4' UBC Table 16-1 Seismic Source Type = A (M>7.0, SR>5) UBC Table 16 -U - Near -Source Factor (Nv) = 2.0 (<2km to source) UBC Table 16-T Soil Profile =SE (conservative) UBC Table 16-J Cv = 0.96Nv.= (.96)(2.0)=1.92 UBC Table 16-R I = 1.0 (Occupancy Group 4) UBC Table 16-K T = (.035)(15')34 =.267., UBC Sec. 1630.2.2 R = 4.5 Steel O.M.R.F. UBC Table 16-N V= 1.92 1.0 W =1.60W (4.5)(.267) THE ADAMES - • • DESIGN GROUP"" SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE 11 OF 14 JOB NO: ADG-2638-03 r CHECKED BY: R. ADAMES Design Base Shear need not exceed: V = 2.5 Ca I W UBC Sec.' 1630.2.1 (30-5) R Z = 0.40 for Zone 4 .. UBC Table 16-I Seismic Source Type = B (M<7.0,-SR>2) UBC Table 16-U Near -Source Factor (Na) -1.5 (<2 km to source) UBC Table 16-S Soil Profile = SE (conservative) . UBC Table 16-J Ca = 0.36Na = (.36)(1;5)=.54 UBC Table 16-Q I = 1.0 (Occupancy Group 4) UBC Table 16-K R'= 4.5 Steel O.M.R:F. UBC Table 16=N V = (2.5)(.54)(1..0_ W = .30 W �-- (4.5) Design Base. Shear not less than: V=.11 Ca I W UBC Sec. 1630.2.1 (30-6) Z = 0.40 for Zone 4 UBC Table 16-1 Seismic Source.Type = B (M<7.0, SR>2) UBC Table 16-U Near -Source Factor (Na) = 1.5 (<2 km to source) UBC Table 16-S Soil Profile = SE (conservative) UBC Table 164 Ca = 0.36Na = (.36)(1.5)=.54 UBC Table 16-Q - I = 1.0 (Occupancy Group 4) UBC Table 16-K V = (11)(.54)(1:0)_ W = .06 W r Zone:4 Base Shear not less than:. V = 0.8 Z Nv I W UBC Sec. 1630.2.1 (30-7) .. R Z = 0.40 for Zone 4 UBC Table •16-I Seismic Source Type = B (M<7.0, SR>2), r UBC Table 16-U Near -Source Factor (Nv) = 2.0 (<2 km,to. source), UBC Table 16-S Soil'Profile = SE (conservative) UBC Table 16-J I = 1.0 (Occupancy Group 4) UBC Table .1 6-K R = 4.5. Steel O.M.R.F. UBC Table 16-N- V = (.8)(.4)(.54)(2.0)(1.0)W =.08 W . (4.5). The Governing Design Base'Shear value is V= 36W �' THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • • DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES 12 OF 14 5.3 LOAD COMBINATIONS Using Working Stress Design for Steel. Structures I . DL + Roof LL 2. DL + Wind 3. DL + Seismic Note: Floor DL and LL is`excluded due to Slab on Grade. 6.0 STRUCTURAL ANALYSIS 6.1 ROOF SHEATHING AND SHEAR WALL DESIGN 6.1.1 Roof Contribution DL + LL =.5 psf +,20 psf = 25 psf (5 psf)(30, ft) = 150 lb/ft (roof DL) DL + Wind = 5 psf — 26 psf = -21 psf (Uplift) 6:1.2 -Wall Contribution DL at mid -height - (5psf)(7.5ft / 2) 19 lb/ft 6.1.3 Lateral Contribution Wind - (18 psf x 3.75 ft) + (26 psf x 1.25 ft) = 96 plf Seismic = (.30)(150plf + 19 plf) = 51 plf < Wind .'. Wind Governs 6.1.4 Roof Sheathing Wind Load J .Longitudinal Axis PLAN: Unit shear in transverse direction, based on 4:5'c.c. frame spacing: v = 96 plf x 4.5 ft = 43 plf per frame loft Unit shear in longitudinal direction: v = (26 psf x (.667x 1.25ft x l Oft)) = 24 plf 2x4.5ft 15' 3.75' ~ THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • DESIGN GROUP JOB NO: ADG-2638-03 CHECKED BY: R. ADAMES 13 OF 14 6.1.5 Roof Sheathing Requirements Maximum Wind Pressure on Roof Sheathing is 26 psf. Use 26 Ga. Fabrell Grand Beam. Decking Rated at 40 psf Wind Load 30 psf Live Load 0.42 in. deflection for 5' span. Fasten to rafters per manufacturers instructions using No.12-14 sheet metal screws rated at 434 lbs shear or -bearing and 226 lbs pullout. 6.2 CHECK ANCHOR BOLTS AT BASE RAILS Total shear load transferred to base rail from roof diaphragm along longitudinal axis: R = 43 plf x 4.5 ft = 193.5 lbs; so, for one Foresight `Duckbill' anchor bolt embedded min. 32" into compacted soil and 60" o.c, spacing, allowable shear is 2900/4 = 725 lbs. And allowable tension is 2050/4 = 512.51bs.:... . Thus, 194 lbs / 725 lbs = 0.26 say 1: bolt min. for shear transfer. One bolt each column. 6.3 CHECK 2x3 RAFTERS w = 26 psf x 4.5 ft = 117 plf, M ='I 17 plf x (5 ft)'/8 = 366 lb -ft (31 lb -in) . P Sx = .6067 in . 11 fb = M/Sx = 31/.6067 = 51 psi. 5, fv = 3V / 2A = (3 x 293)./(2 x.7166) = 613 psi Axial load in raftefacting as drag.strut. From -Sec 6.2 (43 plf x 4.5 ft) = 194 lbs fa = P/A = 194 lbs /.7166 = 271 psi Allowables: Fb = 33 ksi; Fv = 22 ksi ; Fa = 4 ksi So, combined axial and bending (6.5/33)+ (.147/4) =.23 < 1.0' Use 3 x 2 x 14 Ga. Rafters THE ADAMES SUBJECT: STEEL BUILDING PREPARED BY: R. ADAMES PAGE • • DESIGN GROUP JOB NO: ADG-M38-03 CHECKED BY: R. ADAMES 140E 14 6.4 CHECK 3 x 2 COLUMN fa = P/A = (25 psf)(4.5 x 5) /.7166 = 785 psi SECTION PROPERTIES 2 . O x 14 Gu. (.0747.) 7A= -0.7166 fb = ((18 psf x 4.5 ft x 7.5 ft) x 12) /.6067 in 3 = 12016 psi 1:: < 061057 = 1.1269 Iyy = 0.4867 Syy = 0.4867 Fb = 1.33 x 33000 = 43,890 psi y - 0.0241 Cc = (2n'E/Fy)" = [(2)(3.1415)2(29000000)/50000]12 = 107 Kl/r = (1.2)(7.5 ft)(12)/(.8241) = 131 > Cc .-.'Use Fa = 12nE / 23(Kl/r)2 Fa = 127r2 (29000000) / 23(13 1)' = 8,702 psi So, Combined Axial and Bending (.732 / 8.7) + (15 / 44) =.56 < 1.0 2 x 3 Column is adequate for loading. 65 CHECK MOMENT RESISTING ELBOW CONNECTION Moment in Elbow (Me) _ (21 psf)(4.5 ft)(5 ft)(12 in) =5670 'in -lbs Stress in Elbow due to Me = 5670 in -lbs / .6067 = 9346 psi - Allowable bending stress = .66Fy = .66(50000psi) = 33,000 psi. Shear in screws due to moment = 5670 in -lbs / [(18 in)(8 screws)] = 40 lbs/screw 6.6 COLUMN FOOTING . Concentrated load from column is -(25 psf)(4.5')(5') = 563 lbs. Req'd Footing Area =(563 lbs ./ 1000 pso' = .56 sq. ft. (12" x 12" min.) Footing size is based on Min. Allowable Soil Pressure from UBC of 1000 psf. Use min. 12" x 12"'x 12" deep square footing. Or 4" thick slab on grade Or 16" wide x 12" deep x building length strip footing. 6.7 ANCHORAGE TO RESIST UPLIFT' Overturning Force on Structure (Per Frame Basis) 21 psf x 4.5' spacing x 4.25' roof height = 4.02 lbs., per frame. Overturning Moment (M1,ot) ='402 lbs x 7.5 ft = 3612 ft lbs Force Couple at base of structure resisting Overturning Moment (M1 ot) T = C = Mot / Span = 3012 ft lbs / 10 ft = 301 lbs at base of Frame. (Uplift) Dead Load of structure resisting uplift: 5 psf x 16 ft`x 4.5 ft = 360 lbs. Net Uplift at'base of frame: 3601bs — 301 lbs > 0 (59 lbs) NO 'UPLIFT at base of each frame. 1. A. P. HANK FELT 80 Sinclair Cir,RP#6, Lot 52, Mag. CONTR: Ray A�unjr Paradise .j, Permit 398 P,Euj lities for,MH 64--n-45-38 858-90B P E M KRbscHE'L-,-'Kraig 142WSin�clair-,,.Cifcle, m4oalia-,, Conti: Big -B BU-11ders �0 (new single family) �. // o6�445C�- i .39 �, CSI ,, '�' �' ,��: L!'� �i RESIDENTIAL 64-45-38 858-90B,P,E,M KROSCHEL;, Kraig 142-9 S nclair Circle, Magalia E COntr: Big•B Builders. j _(new single family) J �4 UVY.C. 1.��.g � c �t w JOB FINALED (Date) Signature x COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 �N 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road,,Paradise— Phone: 872-6307 -� CORRECTION NOTICE VNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Cern fe Fra �'- 7'rov,afe SYraS�L �u n ®� lip Zi- Date Inspector O�l�. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 872-6307 CORR ECT I O N NOTICE 3M1 T NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. l 0 r 4 Date (0— / U Inspector%/ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541- 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. f Date �✓ e �� /�� Inspector - COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone:,891-2751 7 County Center Drive. Oroville — Phone: 53�-7541' 747 Elliptt Roacl, P"aradise —.Phone: 072-6367 CORRECTION NOTICE. OWNER PERMIT NO. A routine inspection indicates that the following violations of,County Ordinance, exist at the above address and should be corrected. Please notify, this office 41 when correction of work is completed. If you have any question,oe - rtainingto this matter, or need additional explanation, please contact this office immi edla'teik 147 92 pate ns p e c t o r t ':jL 4, ENERGYCERTIFICATION , LOCATION "A P.- NO ROOF MATERIAL BRAND NAME THICKNESS THERMAL RESISTANCE; R VALUE) EXTERIOR WALL _tf MATERIAL FIBEGLASS BRAND NAME CERTAINTEED" THICKNESS (INCHES) THERMAL RESISTANCE (R'VALUE) CEILING BATT OR BLANKET TF' -'E 'FIBERGLASSBRAND NAME CERTAINTEED THICKNESS C_�* - " "'i -' THERMAL RESISTANCE (R VALUE) LOOSE FILL TYPE FIBERGLASS BRAND NAME CERTAINTEED MINIMUM WT-PER.BAG. 25 LBj,.w, PREA, COVERED (SQ'FT) g JHERMAL. RESISTANCE' (R VALUE): FLOOR, ' ELEVATED MATERIALIBERGLAEjS BRAND 'NAME CERTAINTEED ='I"THERMA THICKNESS (INCHES) 40, RESISTANCE (R VALUE) FLOOR, SLAB MATERIAL BRAND NAME THICKNESS (INCHES) THERMAL RESISTANCE (R.VALUE)- FOUNDATION WALL 7 MATERIAL -BRAND NAME THICKNESS (INCHES) 'THERMAL RESISTANCE: (R VALUE) -- 1 HEREBY CERTIFY THAT THE ABOVE E INSULATION WAS INSTALLED IN' THE ABOVE BUILDING IN CONFORMANCE,, WITH THE STATE OF CALIFORNIA 'ENERGY'.'" REQUIREMENTS. HAWKINS INSULATION 379407 FIRM NAME/OWNER• E CONTRACTOR'S LICENSE NO. iSIGNATURE DATE I HEREBY CERTIFY THE' ABOVE INSULATION AND ALL REQUIRED = ITEMS, AS -.:SHOWN k ,�' , ON 'THE. BUILDING DEPARTMENT APPROVED" AND DEPAR A -iz INSTALLED' T T-TACHMENTS?�HAV8 'BEEN "2`V . I t - . AS REQUIRED BY THE STATE,,'OF !CALIFORNIA ENERGY' REQUIREMENTS." - ALL EQUIPMENT, DEVICES'AND MERTIACS' ARE OF THE QUALITY,, PRESCRIBED o ARE SPECIFICALLY APPROVED BY THE ­}STATE OF CALIFORNIA.." V FIRM NAME,ko_WNE ,STATE CONTRACTOR'S LICENSE 'NO. IV 4 S SIGN TUR G �N. CONTRACT�O ......... 31,9 IGNATUR G N. CONTRACTO /OWNER DATE 9- V = OK J=OK �• O = Not OK -=Not Applicable Not Ready MOBILE HOMES ' = �@9� 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) 1 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P'Uft. / /"Nat. or/ /"L"ft.% /"LPG 7. 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., ` ' _ r 1. Zoning Requirements -Setbacks Easements Z 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. Exits; Insp.-Sketch 10. Cert. of Occupancy nor. P-4 w-1 nor. (,."I a-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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors ' Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses--�, 9. Siding; Nailing -Veneer -Stucco -Mesh `. 10. Roof; Shthg-Roofing 11. Ext.; Steps-Doois-Landings N Date Card B-1 Date Card'B.1 ► Date Card -B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements y _, t 2. Soils; Compaction -Structure Stability, �,• 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single -& Duplex) Date UADERFLOOR (Plans) OK except #'s ing-Setbacks-Easements-Mood-Slope Ftg., Main; Soils-Elec. Gr .-L%L: Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Omd.- /" Ftg. Depth 4. Ft orches & Decks; Soils -Steel-/ /Ftg. Depth 5-4't5mwans, Main; Steel -Bloc kouts-Wrapped temwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. SI teel-Wrapped ie rs-Firepldt'e46tg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test . Gas Pipe; Size -Anchors 1. ater Pipe; Test-Ancho -R ulator- ervice Test 12. Electric; Underground X. Pienums & Ducts; Clearance -Material -Support -Ins. 'lA. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples -j& 15. Insulation Date y—Z.(.-4.4DCard B-1 Date Card B-1 Date ' 3 -fo Card B-1 Date Card B-1 Date PLU ING Permit OK except #'s er Htr.; Vent -Access -Combustion Air -Baffle Water Pipe; Test Anchor -Nail Protection 1aA3rw.V-; fittings & Ancho - r o 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date �� G Card B-1 Date Card B-1 Date Card B-1 I Date Card B-1 Date ELECTRICAL Permit OK except #'s Fixt e'& Transformer Clearance -Ins. Protection I eceptacles Spacing -Lights & Switches at Doors 2 . S�oxes & No. of Conductors -Stapled 2 . Romex Installed Close to Edge of Studs & C.J. 26.—E-q—uip. Ground made up w/Mech. Fastners-Bond Gas & Water 2Y2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes 13 No 3P-9'ervice-Riser Conductors & Ground -Main Disconnect 31,ZZ�ip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 3oke Detector Date l Card B-1 Date Card B-1 Date Card B-1 X Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39 it ,,Proper Material & Anchors 4 . s Studs -Nailing, Spacing & Bracing -Plates -Sound 4 Be ng Walls over Girders & Floor Nailing 4top in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases - 4A! eaders & Beam -Size & Bearing Date_,FRAMING (Continued) gers-Post Caps -Anchors -Connectors 4 Joist-Rftr. ties -Pu rlin —roof Brac-Truss-Shthng.-Rfng. Firaplace Ties or Type A Flue -Fireplace Throat clearance . At'Access; Size rotection raft_ Stop -Ins. Baffles Bd : Windows or Exiting Doors -Sill Hgt. & Dimensions age Fire Protection Framing 5 perty Line Firewall & Openings 5:f E . oors-One T -Check Garage -3rd Story, 2 Exits 5 S irs; Width -Headroom -Rise -Run -Landing -Fire Protection 5 . plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5 . Siding -Nailing Veneer r56.—Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic ails; Nailing -Bolts Insulation -Walls -Ceilings .K/ 60. Infiltration -Walls -Windows Date /j Card B-1 AV Date Card B-1 Date % Card 13-1 Date Card B-1 Date FINAL (Plans) OK except #'s Steps -Door & Sidelight Protection -Landings 2. Smo a Detector 6 urnace; Vents -Clearance -Comb. Air -Connector - in erage; Above Floor-Ducts-Mech. Protection room Exiting 69. & Bath Fixtures & Tub Access -Spa lec. Trim &.Sutipanel; Breaker Sizes & Labels Fir ace or Stove; Clearances -Hearth Ele —Outlets at Wood Panel; Int. & Ext. . Kit.F'xt. & Appliance; Grnd.-Air Gap -Cooking Clearance 7- . Elec. Outlets & Receptacles at Kit. Counter 7 . arage Fire Door; Swing -Landing -Closer A. uct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 7 . Ib. lec. & Mech. Equip. Listed for Location . lec. eceptacles in Garage; (G.F.1.)-Romex Protection 7 nsulation-Foam-Looked in Attic 11 Yes 7 ua d Rails & Deck Construction -Post Caps dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive Z:L�es C1 No; Walks es 13 No; Planters 0 Yes 11 No ucco; Brown -Finish A.C. Unit; Disconnect, Electrical, Plumbing ents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to O ings Water. Well; Disconnect, Electrical, Plumbing . Ext .ior Elec. Trim; G.F.I. Receptacle -Underground 8 . Ventilation Throughout House 01-G-1 assProtection Corrections from Previous Inspections Gas.Test-Meters Tagged;.Gas-Electric P"W—gler & Sewer Connected -C/O to Grade -HD Approval 9 . Energy Compliance Certificate -Other Certificates Date�� and B Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLLGATIQN. AND PERMIT PERMIT NO. 0-525-a0 ASSESSOR PARCEL NUMBER 64-45-38 ZONING RTI BUILDING PERMIT OWNER KRAIG KROSCHEL TELEPHONE 877-5249 SO. FT, OCC.1 BUILDING VALUATION 1680 R $67,200 OWNER'S MAILING ADDRESS 5887 Skyway, Paradise CA 95969 .484 M 6,776 CONTRACTOR'S NAME Bi B BuildersLen t' TELEPHONE 480 0 en 2,400 48 COV 480 CON RACTOR'S MAILING( ADDRESS Ma alfa Fireplace A 11000 CONSTRUCTION LENDER Nne UNKNOWN Total Valuation $ 77,856 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 367.00 ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ 183.50 Energy Plan Checking Fee EnergyOR $ 15.00 AR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 14298 Sinclair Circle, Magalia Permit fee $ 575.50 PLUMBING PERMIT Filing Fee 10.00 Each Trap 8 2.00 16.00 Solar or heat pump water heater 20.00 LOT NO. r z -1 SUBDIVISION NAME PARCEL MAP 1 3')r Water piping 5.00 5.00 Each qas water heater or vent 5.00 5.00 USE OF STRUCTURE SF91 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 5.00 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New �] Addition ❑ Remodel ❑ Uti lities ❑ Installation ❑ Other ❑ Describe work: 'IRR _ Permit Fee $ 46.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORV OR LESS10.00 10.00 Main Service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BUsinesS and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ACDNS. ACC. BLDGS. 4 , /zQsgft 54.10 TLET NEW CONSTRESIC, RANCH CIRCUITS) NON-RESID BRANCH CIRC ITS 2,50 ea /POWER APPARATUS h� \SINGLE OUTLET CIR. Ex. Occu p(OUTLETS OR FIXTURES 20@50CeAL®30 FIXED APLNS Ex. OCCup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 10.00 Mobile Home Facilities 15.00 Misc. �yirin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating 6,00 Day/Night Cooling 3T 6.00 Hood 3,00 .3.00 Ventilation9.00 Permit Fee $ 34.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. %� -Q-E/ �, Date a Z? `?/� 0 I' If Signature of �plicant - Qtwner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy In Fee $ 30.00 occ CONST TYPE TOTAL E $ 769.60 lo� k�� P RIS �/ SV F PAR D IS E This permit is hereby issued under sions of the Butte County. Code and/or work indicated above for which fees' DIRECTOR OF PUBLIC By - PER16 EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date q Receipt No. 59151 - $238.50 ql-n WHITE-D.P.W.. YELCJ?4/Ge®jalq INK -INSPECTOR, GOLDENROD -APPLICANT M I, Y COUNTY OF BUTTE - DEPARTMiEN-l' C* PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER,DRIVE - OROVILL5,,CALIFORNIA 95965 - TELEPHONE: 916/538-7541 -, PERMIT AM LIC TION DATA SHEET a Permit No. b (4- OWNER n I / ' A. P. No. -103 Proposed Building U /� ��"�� ! Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans._in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions ......... 0. Fee`s of $� ea � ,.!.......................................... 11. Chico Urban Arfees paid ....................................... 12. Parkf es paid ................... 3. �� S e= Scpool Dis nct fees paid .............. , 14. Sanitation approval from koin -Ca 0- Health Department eu C,_ 15. City of Chico plumbing permit' 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW t� 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner EI, Mail to owner 0) ..... 24. Recorded copy of Agricultural Acknowledgment Statement .. 2 Letter of signature authorizati n .... ...... .. ...... (.... . IG )( A 41 wee SP)(/L i70G re de*" - qX/b a./ A. MV e, JA".. When you issue the permit, process as follows: Mai to owner. Mail to contractor. Telephone and hold for pickup atoffice. Deliver w/inspector. Other Applicant Date Y-2-7 Q i Copy of plans sent Health Dept., ' Fire Dept., Other Date The following data must be submitted prior to permit i suanc : (Circle new it m not checked above). 1. Index permit for above items No. - - o 0 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---nail—counter by .date Contractor, designer, Date 2J ._Sets of plans on hold—File cabinet AP folder Copy—DPW TG: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner location AP # Driveway permit qw 2 7 has been issued for the above property. date. si ature COUNTY OF BUTTE -...... tpipt of Public Works 7 County Center Drive,.Orovi1,le,'CA 95965 Phone: OWNER -BUILDER VERIFICATION 916-538-7541'. 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. 1. I personally plan to provide the major labor --and materials for construction of the proposed property improvement -,{yes or no) 2. I '(have/have not) 4eeu P signed an application fora building.perm.it for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: )) Name - giq i�vr �de Leon, r Address City Phone vv- - O 6 Contractors License No. 4'. -I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, a d provide the major work: Name Address City Phone Contractors License No. 5.. I.will provide some of the work but 1 -have contracted (hired) the following persons to provide the work indicated: Name Address ' Phone Type of Work Signed: / Property Owner �1 Social Security Number Date NOTE: This Owner -Builder Verification is sent to.you as required by Sections 19831.and 19832 of the California Health and Safety Code. This verification must be completed and,returned to our office before we are per- mitted er mitted to issue the permit. } OWNER , Y RESIDENTIAL.PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # �� 4 A'. P. # 4'el- 4<s- GENERAL ,s- GENE RAL Zoning requirements: (sideyards and number of Valuation. /. Plans signed by designer. .Energy Design and Compliance. `existing violations on property. ° W. Items on data sheet. permitied.living units). PLOT PLAN . ,1_ -` Complete parcel -size and dimensions. Setbacks, .sideyards, easements, etc. Other buildings or structures. Grading., fills, drainage.. ,,Sr' - Flood hazard. Special conditions on creation map or compliance document.° �7�• FAU & FAS road setback. FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). ,.4! Skylights (Chapter 34 & Sec. 5207). ,5/. Human impact glass (Sec.•5406). 5/89 .a Required room sizes, ceiling heights (Sec. 1207). FCIs in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance L` f mechanical equipment. ocations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. lie � Garage firewall, door size, and closer,,(Sec. 503(d)(3)). . 1,l - 3'0" exterior exit door (Sec. 33046)). fireplace and wood stove _location, alcoves, and clearance. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS Foundation plan complete enough to construct building. &�.�Ilevations oor construction details complete enough toconstruct building. and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. 1 Fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, Guardrail details (Sec. 1711&`3306(j)). /01116 Brick or stone veneer (Chapter,30).� head clearance, handrails (Sec. 3306). RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONY D) Exterior plaster - weep screeds (Sec. 4706). f� Proper roof pitch for roof covering (Chapter 32). Rolf covering type - (fire hazard). after ties or bearing ridge beam. Garage door or porch header sizes. Adequate bracing. DR' Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. . Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). 12. Attic access and ventilation (Sec. 3205). j5e3 Jnderfloor access and ventilation (Sec. 2516). ,W.. Combustion air for fuel burning appliances. Noise requirements on duplexes. Adobe soils - special foundation design. Retaining walls requiring design. nusual shape, size, or split level house requiring lateral design. Flashing at all exterior openings. A ak. 0 •-w_< - Ccs 1"701e_0( 1PS J �a-_ 0,? I s are . 5/89 .O r .- Sten of 7-10 Syst.!m .. .. -24to -14b 410 SEER 16 or -15 Siumei ducts In attic) +5 Sim of 7-10 more -25 -24 to .44 to -4 b +6 to 16 or 15 +5 +15 more -12 -10 -8 -6 -4 -7 -6 -5 -4 , •3 -4 -4 -3 -2 -2 -3 -3 -2 •2 -1 0 0 0 0 0 3 3 2 2 1 i 6 5 4 3 2 9 7 6 4 3 13 11 9 7 5 17 14 12 9 6 s Effe dive SEER 12 8 "ER xduct eMdency) 22 -4 -4 -3 -2 -2 3 2 2 2 1 Sten of 7-10 SCORE CARD -24to -14b 410 +6 b 16 or -15 5 +5 +15 more -25 -21 -17 -13 -9 -11. -9 -7 -6 , 4 ; 4 -4 -3 -2 2 0 0 _a 0 0 l 8 6 5. 4 3 14 12 9 7 5 i 19 16 13 10 7 23 19 15 12 8 26 22 .18 14 9 29 24 20 15 10 ,at Control Adjustment -8 -13 8 7 6 4 3 fooling System Installed -2 -4 -4 -3 -2 -2 3 2 2 2 1 Point System Summary: Climate Zone 11 . SCORE CARD ,nlly Detached and Attached UM Size (SQ Measures ;t199 1200 1700 2200 2700 ' or '.less 'I to to Or or :1699 2199 2699 more 0 i. 0 0.. 0 0 12 '' 8 6 5 4 18 5 4 3 3 '5 3 3 2 2 8 5_ _4 3 3 -37 -24 -18 -15 -12 118 -12 -9 0 .. -7 0 _6 .-25 -16 -12 -10, -8 -13 _-12 9 .. -7 -6 •5 -3 -2 -2 -2 7 5 4 3 2 3 2 1 1 1 28 19 -14 -11 -9 8 5 4 3 3 10 5 -5 -4 -3 ramlly (individual units) 21 23 Lhlit (61700 2.7 9 700 1200 3.6 2200 a '869 to 1199 to 1699 b 2199 or mare 0 0 0 0 0 14 7 5 4 3 i 9 5 3 2 2 ;9 4 3 2 2 9 5 3 2 2 :-45 -23 -15 -11 -9 :2 1'' 1 0 0 -23 ' -12 4 -6 .':-5. .-25 -13 -8 5 - -5 :p-12 3.7 3.9 -8 _-6 -5 t4 - , -4 ...-3 -2 1 -2 16 i 3 2 1- :a .. 1 L1 . 0 --_0 - 0._ 0 . ,30 -15 .. -10 -8 -6 118 :: 9:..: 6 _r4 .:.. 4 4.3 --3 � -2 .2 Point System Summary: Climate Zone 11 . SCORE CARD Measures Interior MasslCFA 1. Ceiling Insulation c41y or TM 2 BASS I1.7W71C••. 21 U -value (0.030] 2. Wall Insulation or - •. R -value (I I] U -value (0.098] 3. Raised Floor Insulation- ��- or -Slab R-value[191 U -value (0.037] Ie.epei.e •�.er 4. Edge Insulation or _ 1, TYPE I MASS (UIMC b 4.2, !e: exposed s1ab) Infiltration Standard 6. Glass Heat Loss f� 0'A SX 10% 1S% 20% 2S% 30% 35% 40% 45% 50% SS% 60% 6tt 70% 75% 60% 657: 90% 95% 1007: 105% 11oy 115?: 12QX 125 0% toy. 0 0.2 0.2 0.4 0.4 0.6 0.6 0.8 0.8 1 1.1 1.2 1.3 1.4 1.S 1.7 1.9 21 23 25 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.6 1.8 1.9 2 21 2.2 23 24 25 21 2.7 29 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 552 5.r 30% 0.5 0.1 0.9 1.1 1.4 1.6 1.8 2 2.2 24 28 2.8 3 3.1 3.2 3.3 3.5 IS 3.7 3.7 3.9 3.9 4.1 4.1 4.3 4.5 4.8 5 52 5.4 5 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.3 4.5 4.5 4.7 4.7 4.9 4.9 5.15.3 5.1 5.3 5.6 S8 50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 2S 27 3 3.2 3.4 3.5 3.8 4 42 4.4 4.6 5.5 5 7 59 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 60% 0.9 1 1.1 1.2 1.4 1.4 1.6 1.7 1.8 1.9 2 21 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.t 4.3 4.5 4.7 . 4.9 5.1 5.3 5.6 5.8 6 62 6S% 1.1 1.3 1.5 1.7 1.9 2.2 23 2.4 2.5 2.6 2.7 2.8 2.9 3 3.1 3.2 3.3 3.4 3.5 3.8 4 4.2 4.4 4.6 4.8 ' 5 5.2 5.4 5.6 5.9 6.1 63 70% 1.2 1.4 1.6 1.8 2 22 25 21 2.9 11 3.3 3.5 3.6 3.7 3.8 3.9 4 4.1 4.3 4.3 4.5 4.6 4.7 4.9 5.1 5.3 555.7 5.9 6.1 64 75% 1.3 15 1.7 1.9 21 23 25 27 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.5 4.8 4.8 5 5.1 5.2 5.3 5.4 S.S 5.6 5.7 5 8 5.9 6 6.2 64 807: 85% 1.4 1.4 1.6 1.7 1.8 1.9 2 2.1 22 2.3 2.4 2.5 26 2.7 2.8 3 3.3 3.S 3.7 3.9 4.1 4.3 4.5 41 4.9 5.1 5.4 5.6 5.8 6 6.1 6.2 6.3 64 6.5 66 90% 1.5 1.7 2 2.2 24 26 2.8 2.9 3 3.1 3.2 3.3 3.4 3.5 3.6 3.8 3.8 4 4.2 4.3 4.4 4.6 4.8 5 52 54 5.6 596.1 63 6S 67 95% 1.6 1.8 2 2.2 25 27 2.9 3.1 33 3.5 3.7 3.9 ,4.1 4.1 4.3 4.5 4.6 4.7 4.8 4.9 S 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 100% 1.7 1.9 21 2.3 25 28 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.6 6 6.2 6.4 6.7 69 105% 110% 1.8 1.9 2 21 22 2.3 2.4 2.5 2.6 27 28 29 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 5.9 6 6.1 6.2 6.3 6.4 6.5 6.6 6.7 68 7 7 115% 2 2.2 2.4 2.6 2.8 3 3.1 3.2 3.3 3.4 3.6 3.6 3.8 3.8 4 4.1 4.2 4.3 4.4 4.6 4.8 S 5.2 5.4 5.7 5.9 6.1 . 6.3 6.5 6.7 69 7.1 120% 2 2.3 2.5 2.7 29 3.1 13 3.5 3.7 3.9 4.1 4.4 4.5 4.6 4.7 4.8 4.9 S 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.9 6.2 6.4 '6.6 6.8 7 7.2 125% 21 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 58 5.9 6 6.1 6.2 6.3 6.5 6.5 6.7 6.9 7.1 7.3 6.7 7 7.2 74 Point System Summary: Climate Zone 11 . SCORE CARD Measures Point Scores 1. Ceiling Insulation c41y or R -value [38] U -value (0.030] 2. Wall Insulation or R -value (I I] U -value (0.098] 3. Raised Floor Insulation- ��- or -Slab R-value[191 U -value (0.037] 4. Edge Insulation or _ R -value [01 F2 factor (0.77] S. Infiltration Standard 6. Glass Heat Loss f� - -- Type [double] U -value [0.65] 90 Total Glass (16] Sum lei 7. Shading (Shade Open) % Glass SC Eff. % Glass a. North _ b. East x c. South t/. q4, X x,43 •f-3 - d. West / #3 x = /, i off_ e. Skylight ,13 X _ 0 8. Shading (Shade Closed) a. North b. East c. South d. • West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12.. Cooling System Zonal Control? ( Y / N ) .13. Water Heating % Glass SC Eff. % Glass --- X 4_4 3 G�f3 x = a- �, X = 11 t/ -s X = ,36 x TYPE 1- MASS AREA COND. FLOOR ARa $ Interior N`n><s/CFA EA TYPE 2 MASS AREA Exterior Wall Marcs ND. FLUOR AREA Q 9 x R3 SE or HSPF Duct Efficiency [0.78] _ Effective SE or [0.72/6.6] : :.. HSPF (0.5415.151 SEER 19.51 Duct Efficiency [0.74] Eg;ctive SEER 17.031 Type [SG] Credit [none] _ . , . F� • 1. Ceiling Insulation -68 -51 - Number of stories R-11 R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 -2 R-30 -2 -1 .1 R-38 0 0 0 U -value -153 -114 0.51 -176 -84 -54 0.36 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. O.C6 -11 -5 -4 O.C4 -4 .2 .1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 0.02 19 Single- Single - 0.00 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 0 R-30 3 1 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation S. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total Insulation in Floor Number of stories -69 Number of stories One R -value One Two Three . R-0 -17 -8 .5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 S. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total U -value Number of stories -69 R -value One Two -144 -70 -46 ,. 0.50 -120 -58 38 1. 0.40 -95 -46 30 R-191 0.30 -69 34 .22 -10 020 -43 -21 .-14 R-value 0.10 17 8 5 0 0.08 -11 -6 4 5 0.06 -6 -3 .2 3 0.04 -1 0 0 0.90 0.02 4 2 1 -1 0.00 10 5 3 2 Controlled Ventilation Crawispace S. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total -14 Number of stories -69 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4.-. 3 R-11 -2 -2 -2 R-191 -121 , -2 2 4. Slab Edge Insulation -10 -- - �- Number of Stories_ -- R-value One Two Three R-0 0 0 0 ` R-5 8 5 2. R-7 8 6 3 F2 factor 12 29 -58 0.90 -4 -3 1 0.80 -1 -1. 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 .:. 3 . -.-0.40 12 8 4 S. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total -14 -48' -69 ---Effective U -value 16 Percent -42 -59 .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 . less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 37 -9 3 3 9 15 21 34 -7 -2 4 10 15 ' 20 31 3 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 . 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 , 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 3 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8 _2 12 14 16. 18 20 7.,Shading (Shade Open) -14 -48' -69 ---Effective Pis ces t Glass 16 -12 -42 -59 (pereeat gtass x SC) na Effective -10 35 - - - % Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na_ 12 3 3 5 2 na -- 11 3 3 5 2 na 10 2 3 5 2 1- 9 2 3 5 .2 6 2 8 2 3 5 2 2 7 1 3 4 2 2 t. 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 .1 •1 -1 2 0 -1 -2 -4 -2 0 na = not allowed 3.5 2 5 & Sbading (Shade Closed) Effective Perot Glass (Pa t Rlmx sc) Effective %Gfau Norfr Eau Soudt .West Skylight 18 -14 -48' -69 -64 na 16 -12 -42 -59 -55 na 14 -10 35 -50' -46- na 12 -8 .29 -40 37 na 11 -7 -26 36 33 na . 10 -.3 -23 31 -29 .74 9 -5 -20 -27 =25 35 8 -5 -17 23 -21.. -56 7 -4 •14 -19 -18 -47 6 3 -11 -15 A4 38 5 -2 -9 -11 '-10 -30 .... 4 •1 -6 -8 -7 -23 3 0 -4. -5 -4 -16 2 .1 -1 -2 -1 -9 1 1 1 1 1 -4 . .. 0' 2 3 ... :` 4 3 0 9. Interior Thermal Mass Interior Exterior Wall Slab Floor Raised Floor Mass Family Stories Masa Detached Attached Stories 0.00 /CFA One Two Three One Two Three_ 0.0 -8 -5 -4 -2 .1 -1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 -2. -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 . 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Wall Single- Single - Family Family Multi Masa Detached Attached Family 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 13 9 1.60. 10 13 11..., 1.80 .:" -•` 10 12 12 .200.. 10 1' 11. Heating System SE or RSPF - (assumes ducts In attic) Sum of 1•6 -25 or -24 to -14 to 4 to +6 to 16 or SE HSPF less -15 -5 +5 ' +15 more 0.72 6.60 0 0 0 6 0 0 0.75 :6.88 3 3 3 2 2 1 .0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 •-7 0.95 8.71 --20 18 "` " 15 13 11 8 EfTective SE or HSPF (SE or HSPF x duct efficiency) Effective -25 or -24 to •14 to -4 to +6 a 16 or SE HSPF Mesa -15 -5 +5 +15 more 0.30 275 -73 34 -56 -47 -38 ' -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -6 -7 -5 4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 _ 11 9 7 0.80 7.33 25 22 19 16 13 10 ' 0.90 8.25 32 28 .24 20 17 13 1.00 9.17 37 32 28 24 19 • 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 BUILDING SHELL INSULATION-* - Component ' Insulation Locatiion/Comments Type R -Value Certificate of Compliance: Residential 1r. /Ci.! ` Climate Zone 11 t (sf) Roof ............. r Protect Title / �02/+_� 5757 Floor ............. Bu• Permit N � Project Address Slab Edge..... Checked By I Dace r Documentation Author Telephone ( Enforcement Agency Use only ' Glass Area % Glass BUELDING DATA ( North O�A— Conditioned Floor Area Number of Stories East East South Slab/Raised Floor Number of .Units South [ ] Single Family Detached (SFD) [ ] Addition Alone West Skylight , 3G [ ] Single Family Attached (SFA) [ ] Existing Building Total [ ]Multi -Family (M17 [ ] Existing -Plus -Addition West BUILDING SHELL INSULATION-* - Component ' Insulation Locatiion/Comments Type R -Value (swc-, to garagee.+t picel, etc.) Wall .............. 1r. /Ci.! ` Wall .............. (sf) Roof ............. . -2--.76--— Roof ............. 5757 Floor ............. Floor ............. Slab Edge..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type r Orientation (sf) (single. double) (roller blind, etc.) (shadescreen, etc.) (yeshw) (metal/wood) 5757 North North ( ) East ( ) 'e 5 -- East South ( ( _ ) ) s ctaccsr=�' i South West West ( ) Skylight....... _fes �✓c., < �r w– THERMAL MASS Type/Covering Area 'Thickness (slab/exposed, tile. etc) (SO (inches) Loeation%DCSCription (kitchen, bath, etc.) HVAC SYSTEMS Minimum Duct ' Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # I conditioner, heat pump) (SE, SEER HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model# System Type (storage gas etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE_ Lowrise residential buildings subject in the Standards must contain these measures rcl; kss of the compliance approach uscb Items marked with an asterisk (•) may be superseded by more stringent compliance requirements fisted on the Certificate of Compliance. Wben this checklist is incorporated into the permit documents, the features noedshall be considered by all panics as binding minimum component parfornurre specifications for the marfdalwy measures whether they arc shown elsewhere in the documents or on this checklist only. DESCR1PnON DESIGNER ENFORCEMENT Building Envelope Measures §2-5352(a): Minimum ceiling insulation R-19 weighted average. V 42-5352(br Loose fill insulation manufacturer's labeled R -Value. 42.5352(c): Minimum wall insulation in framed walls R-11 weighted average (docs not apply to exterior mass walls). ✓ §2.5352(ky Slab edge insulation - water absorption rate no grater than 03%, nater vapor transmission rate no greater than 2.0 perm/inch. §2-5311: Insulation specified or installed moots California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2-5317: Infiltsation/Eaftltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to Emit air leakage b. Doors and windows certified. c. Doors and windows weatherstripped: all joints and penetrations caulked and scaled. §2.5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards §2.5352(d)* Installation of Fireplaces I. Masonry and facwry-built fu-cplaces have .• a Tight fitting, closeable metal or glass door b. Outside au intake with damper and control c Flue damper and control ' 2. No continuous burning gas pilots allowed. ' HVAC and Plumbing System Measures 62-5352(8) and 2-5303: Space conditioning equipment siring: studs takttlations. I 12-5352(h) and 2.5315: Setback thermpostat can all applicable heating systems. • 52-5316(a): Ducts constructed. installed and insulated per Chapter 10, 1976 UMC. §2-5316(br Exhaust systems have damper controls. §2.5314(c): Gas-fired space heating equipment has intermittent ignition devices " . §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R-12 or greater) orcombined interiorlexter" insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2.5312(Exception 1): Pipe insulation on steam and steam condensate stem & recirculating piping §2-5318(d): Swimming Pool Heating I. System has a On/off switch on heater. •. ! _ b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. •t 2. 75 percent thermal efficiency.. 3. Pool cover. •! a• Time clock. { 5. Directional water inlcL i Lighting and Appliance Measures 12-5352(1): Lighting .25 lumcns/watt or greater for general fighting in kitchens and bathrooms. t/ §2.5314(c): Gas fired appliances equipped with intermiaent ignition devices. I §2.5314(a): Refrigerators, refrigerator-Ireczers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. 4 COMPLIANCE STATEMENT This certificate of compliance lists tlx building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, C12pur2. Subchapter4, Article 1 of the California Administradve code. This • j certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purdtaser of the building. Designer Building Owner Name: Name TWdF-u= Tit1dFnn- Addresss. Address: -- Tekphorte: Lic- 0: . (signature) . (dam) ii Documentation Author Name- . -Address: -_..,_-..aa.�r---t+••Ris.a�.a.n•r'�i,.,�R"�i••"1.c�7'lb:'�';"R,,...i<--n.�w.i`u'yJr.YiF�R;.a,'*.:,nx.n-.r:.+�i�m�;;:-r��..a•-Fyw,.+��.,,.�w�f1 xC'r�q.n: *Pyt'��'%': <w;t.a'::t:y'4r....-..�y,,�en s.t:+.�,,; ...r+ ,..r.T. .. BUTTE COUNTY SCHOOLS.DEV,ELOPMENT FEE CERTIFICATION FORM (One'.Form per Building). A. P. Number 44 "7, ` ,' Building Department No. ' School District �^�,� (-� City D 'County Jurisdiction - Property Owner , 1�`r� ; (A Kr6.�. 0 Project Location AddressAio)iqS - _ Subdivision Lot Number Residential -Development: 4 ► a a Sq. FFootage # of Living MHI Addition (Croup R) Units Commercial/Industrial:- a 'Sq. Footage New Addition' (Including Exterior Roofed Areas) "Building"D`epdrfinen Representative 'Date (Floor Plans reviewed by School District Personnel) District Id No'. �('— /*' 0 0 School District certifies.that (Appljcant Name) (Phone Number) (Street Address)0- Q /l. (City). (State) (Zip Code)' has complied with the,.requiremerits of Resolution No. by the payment of$_ p ;Q, elm representing kX . square feet. School District Rep esentative / Date PAID BY CHECK NO. REMARKS: BANK NO PAID BY CASH white -applicant, yellow-building,department, pink -school district SCHOOL.,FEE (8/88) •Permit: 3984-73'P,t . . y r� 4-A FELT, ' HANK 80 Sinclair Circle PP6 Lot 52 Magalia (Utilities for mobile home) qp / s c d . s COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS l , '. 7 County Center Drive — Oroville, California 95965 ' ✓l Tel epM)ne: 534-4541 `J APPLICATION AND PERMIT cc iclJlc 1lauvc0 UI UIC %,UUIILY UI DUMC N CIIICI UPUII Me above ntione�perty for inspection purposes. X _ i/✓Fs Date -J �4/ /-3 Signature of Permitee or Agent / iJ ✓Receipt No. �� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod-Applicont This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS 1 BY - , � --�' --^" Date 7�. J BUILDING Owner /C` rj r`t}'�j,�. �. L, SQ. FT. OCC. BUILDING VALUATION , _ Mailing Address �ur�'O E. G°/9 TOL ZAYwy 57,q z1 . T,,S1+d1K--27 Telephone No. `-43:3 Fireplace Contractor R19Y Al MtlAlq�922, �� d Total Valuation Mailing Address# L c �i2 vR 7, Permit Fee Plan Checking Fee&/or Penalty / I�A S ssf Telephone No. 9 _ D 3a Permit Fee $ $ Building Address r?,rq� D ";4�Z PLUMBING No. @ FEE PERMIT FILING FEE $2.00 OT pr c- 0 Q �7 / G'% �/ e-' E Each Trap 1.50 C lr / ,per S S Repair drainage or vent piping 1.50 Water piping 1.50 -CD Each gas water heater or vent 1.50 1 A. P. No. �'/I % 7 Zoning &Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees W:C. I Sanitation FireDept. Fire Zone Use Permit Building sewer p / 5.00 SOD EQA Parking Plans I Parcel Declaration Parcel Ma P 60' R/W Improvements provements Lawn sprinkler system 2.00 Bldg. Pit�Rec'd Parcel Appro� Plans Approval Permit Fee $ NEW Q ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 3 00 D / % a Main service incl. 1 meter Additional meters, each 1.00 Single Family 0 Duplex ❑ Mobil Home ❑ Others ❑ Sub -panel (12 or less) (more than 12) Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures bal 10 Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style f: �/� ,�A 1 /T 4 / % �l i✓�A Ic' a�i1%S O Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 SOD Sep Z:4f7//941 JZri �iyIPA��? Temp. Power Pole 5.00 / License No./7//�� :?•%/� Classification / �% �"' Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ 0 f WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL N0.1 @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ 0� cc iclJlc 1lauvc0 UI UIC %,UUIILY UI DUMC N CIIICI UPUII Me above ntione�perty for inspection purposes. X _ i/✓Fs Date -J �4/ /-3 Signature of Permitee or Agent / iJ ✓Receipt No. �� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod-Applicont This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS 1 BY - , � --�' --^" Date 7�. J COUNTY OF BUTTE DEPARTMENT OF PUBLIC WOR S 7 County Center Drive — .Oroville, California 95965/ �(— Teleph&ne�53444541 % CJ APPLICATION AND PERMIT -• •�•.� ..r....,..��•..•,.w . ,c -11 'y vmut c ru cnLci uNvn uic above en�edo perty for inspection pu oses. C� X - Date % % 73 Signature of Permite�e or Agent eceipt No. z e!2 White-D.P.W. — Yellow -Assessor— Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS e119 permit expires Date. - A BUILDING ' Owner SQ. FT. OCC. BUILDING VALUATION Mailing AddressPJ 7"41G 4?%W4 [Telephone '05'•.27t._•4 No. -AS -3 Fireplace Contractor NS- Total Valuation Mailing Address' G' vR Permit Fee Plan Checking Fee&/or Penalty lephone No. Permit Fee $ $ BuiIding. Address �C�,r — p �Z, PLUMBING No. @ FEE PERMIT FILING FEE $2.00 _Z 00 Each Trap 1.50 /361- L / Repair drainage or vent piping 1.50 Water piping 1.50 Ly G3 Each gas water heater or vent 1.50 A. P. No. ��- �%� `Z Zoning & Planning Gas piping system 1 - 5 outlets 1.50 E h -additional outlet .30 Building sewer 5.00 j0 F Sarea Fire Dept. FireZone" Use Permit EQA I Parking Plans Parcel Declaration Parcel Ma P 60' R/W Improvements P Lawn sprinkler system 2.00 Bldg. ans Recd Parcel Ap oval Plans Approval Permit Fee $ $ ®� NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 00 e FIZ 11,911"e, Main service incl. 1 meter 0 Additional meters, each 1.00 Sub -panel (12 or less) (more than] 2) Single Family Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures al(610 Receps., switches & fix outlets b CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of:�� //✓� / V 919 y 4V• Alf/yTAF: z G ill s O . Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler,.gar. di sp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 �' D© �1 g c5_ y6 / TTi?/✓y d z) !? /�iPA Temp. Power Pole 5.00 /� ��/d/ % Classification p�_� License No/✓ • /� Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ 0 ( WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑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 the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby MECHANICAL No. @ I FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ . TOTAL PERM IT FEE $' -• •�•.� ..r....,..��•..•,.w . ,c -11 'y vmut c ru cnLci uNvn uic above en�edo perty for inspection pu oses. C� X - Date % % 73 Signature of Permite�e or Agent eceipt No. z e!2 White-D.P.W. — Yellow -Assessor— Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS e119 permit expires Date. - A COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE:. 916-538-7541 Kraig Kroschell 3887 Skyway Paradise, CA 95969 With reference to the above subject: " Attached is: DATE April 9, 1996 : Permit appin #858-90 for new SF A.P. # 64-45-38 Application for permit Mobilehome Utilities Installation Sheet. Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER )Fe need the following information: Permit application signed and completed where indicated with all copies returned. XXX Fees of $ Sg1_10 payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section*(DPW). • sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville .. Skyway & Elliott Rd., Paradise Planning approval -from Butte County Planning Department, 7 County Center Drive, _Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Xvv Recorded copy of agricultural acknowledgement statement. XXX Verification of Paradise Unified School District fees I_IGXOTE[ER - _ ei_ J ai R, .: � G • .. IYiJT ±116 l.Y MJCftJ ilV _ ,... v .._—..yam � i J ,,.. �• u..ii � 1 JJ"r :.I 'Yaa V ✓..4.0 aJ iJ jJ uaY CI iL a.ltiJ Should you have any questions concerning the above, please contact z401) with of this office. Yours very truly, JFG/aj William Cheff Director of Public Works .F. Glander Chief Building Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE:. 916-538-7541 DATE April 9, 1990 Kraig Kroschell RE: Permit apgln #858-90 for new SF 3887 Skyway Paradise, CA 959.69 A.P. # 64-45-38 With reference to the above subject: L� Attached is: Application for permit Mobilehome Utilities Installation Sheet - Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER f=XWe need the following information: Permit application signed and completed where indicated with all copies returned. — Fees of $ 531.10 payable to Butte County Treasurer. Certificate of Workmen's Compensation -Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in , includring plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section'(DPW). sets of plans -in accordance with the changes marked in red. XXX Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville XXX Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, .Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing XXX Recorded copy of agricultural acknowledgement statement. -�3 XXX Verification of Paradise Unified School District fees Q IXOTHER Provide structural calcs for4X14 beam.' Supporting trusses at living room bay window --4X12. Porch beam supTorting trusses --4X10 beam 8' span at master bath supporting trusses. NOTE: Truss load per truss 836# ln. ft. Should you have any questions concerning the above, please contact Bob Keith of this office. JFG/aj Yours very truly, William Cheff Director of Public Works-. .F. Glander Chief Building Inspector [� COMPLAINANT ADDRESS:- PHONE DDRESS:PHONE NUMBER: OTHER COMMENTS: o n u :01' REQUESTEDBY' Retur:r,: do DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT }. FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County. Code' requires this acknowledgement be recorded prior to issuance of a building permit. 9 Q The property described herein is adjacent �• to land or included within an area zoned 90-015925 1 Rec Fee 7.00 for agricultural purposes, and residents Check 7.00 of this property may be subject to incon- Recorded veniences or discomfort arising from the Official Records use of agricultural chemicals, including, -County of but not limited to herbicides, pesticides, Butte �'• and fertilizers; and from -the pursuit -Ca-ndace J. Grubbs ; of agricultural operations including, ..Recorder but not . limited to cultivation, plowing, 10:20am 20 -Apr -90 BG -2, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience, or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California; described. as follows: Date: f:2Rho State of CALIF. ) SS County of BUTTE. ) DAVID HALKOU • NOTARY PUBLIC:CAUFORMA Butte Coun My Commissionxpires March 22, 1991 SEE LEGAL ATTACHED PROPERTY OWNERS: 0 On this the fk day of, 19 90, before me, the undersigned Notary Public, per1gonally appeared RUTH KROSCHFM AND KRAIG KROSCHFM LzjC Personally known to me. ® Proved to me on the basis of .satisfactory evidence. to be the person(s) whose names) are subscribed to the within instrument and acknowledged that they executed the same for the purposes therein contained. IN WITNESS' WHEREOF, I hereunto set my Present A.P. No. �4 `�� - L7D :,;t;:,�_;•; ; � ,' is LOT 52, AS SHOWN ON THAT CERTAIN MAP ENTITLED, '"PARADISE PINES UNIT NO.. 6", WHICH MAP WAS --.RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 26, 1970, IN BOOK 35 OF MAPS, AT PAGE(S) 92, 93 AND 94. CERTIFICATE OF CORRECTION RECORDED' DECEMBER 2, 1970, IN BOOK 1648,iPAGE 3, OFFICIAL RECORDS. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. PARCEL II: A NON—EXCLUSIVE EASEMENT OVER LOTS E AND F (THE COMMON AREAS) OF ! 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