The URL can be used to link to this page

Home My WebLink About068-130-137068-13-0-04iT VAR 00-01 ROGER GRUBBS 9/30/99 068-130-043' L3 7 99-0576 GRUBBS, Roger 16 Canyon, Oroville d nOU Contr: Steve Orsillo New SF 3 068-00-00-.137 99-0961 GRUBBS, Roger & Christine 16 Canyon Drive, Oroville p /fj Contr:Owner atC fid �I 1 I Mini storage Com 068-130-04�F 13� 99-0962 GRUBBS, Roger & Christine 16 Canyon Drive, Oroville ' Contr: Omer Mini storage( I ` 068-130-04 - 137 00-0 GRUBBS, ROGER 16 CANYON B CONTIjiI IGN SYSTEM S1 FOR h IS RAGE 068-130-04'k- 137 00-0168 GRUBBS, ROGER 137 068-130-040Z 9().0(160 GRUBBS, Roger & Ch i11� ine 16 Canyon Drivc, Contr. Owner Mini R 16 CANYON DRIVE, OROVILLE CONTR: NORTHERN SIGNS SYSTEM ELECTRIC FOR 3 SIGNS 068-130-137 01-1008 CANYON DRIVE SELF STORAGE '0(yMISORA 16 CANYON DR OROVILLE o� CONT:OWNER MINI STORAGE 068-130-137 03� GRUBBS, ROGER 10 16 CANYON DR, OROVILL t f( MINI STORAGE BLDG. F 13'7 068-130-OTEOF MERGER CEEYLIFICA 06 -13.0-137 01-2509;T"* )) CAN DRIVE SELF STORAO 16 CANYO OROVIL4E TWO 20 AMP SU NEL9- al X VARIANCE BUTTE COUNTY PLANNING COMMISSION SEP 3 0 1999 DATE VAR 00-01 VARIANCE NO. 068-130-043 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special condition set forth below, Roger Grubbs is hereby granted a Variance for development of a mini - storage building 9 feet into the required 25 foot -front property line setback adjacent to Canyon Drive. SPECIAL CONDITION: 1. In accordance with Butte County Code Section 24-240.10(e), 5 -percent of the gross lot area shall be devoted to landscaping. That portion of the property fronting Canyon Drive and State Highway 162 shall be landscaped in this manner. 2. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this v 'ance, and that I agree to abide fully by said conditions. Dated:T,?,qq Y' < Applicant NOTE: Issuance of this variance does not waive Department permits before starting constructiq CC: Land Development Building Division Health Department Department of Forestry Chairman Butte obtaining Building and Health ie any quer 4Uire�ents. lanning Commission RECEIVED CST 0 1 1999 BUTTE COUNTY BUILDING DIVISION SCALE: 1" = 50' ,r- PANTED t CANYON DRIVE , EP—�- rL PER OWFL UNIT 2 11 MB 11 t �� 0 R/W 384.83' ,__( — - — - — - - — - — - — - — - — - - — - — - — - — - — - UILDING SETBACK LINE •` • Ams � of •� o: I ( 3V'1 A99A, --� —�—_ 3TA0 NOTE: It, W Apt TIV11 •a _Jas f THE BOUNDARY LINE' AND CORRESPONDING —BUILDING SETBACK LINE1 ARErBASED ON RECORDINFORMATION-ONLY. ACTUAL LOCATION OF, ITHE,;BOUNDARYiLINES HAVE NOT BEEN CONFIRMED IN FIELD. --.� Assessor Parcel Number 68-13-43 Address: 403 Skyllne Blvd. Orovllle, Ca 95966 I EXHIBIT I ROGER QRUBBS MINI STORAGE 07, BBA 2060 Park Ave. 530) 534-1911 Oroville, CA 95966 FAX (530) 534-0908 1. DATE APPROVED SEP ,Dov Iflgment Pian USE PERMIT VARIANCE `/ MINOR U.P. ADM.PERMIT PLANNING COMMISS. DIRECTOR OF DEVELOPMENT SERVICES 30, 1999 er Grubbs Skyline Boulevard ville, CA 95966 Variance, AP 068-130-043 Mr. Grubbs: ,gutEe C LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-339.7 TELEPHONE:. (530) 538-760,1 FAX: (530) 538-7785 www.buttecounty.net is your validated Variance, Permit No. VAR 00-01 to allow a mini storage structure to 9' into the 25' building setback along Canyon Drive. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Thursday. Sincerely, as A. Parilo or of Development Services 6 "S�r Atterberry Assistant III Land Development Division Building Division Environmental Health Department of Forestry MASONRY WALLS N E S W 1 st Lift 2rid Lift 3rd Lift 4th Lift E 5th Lift 6th Lift FIRE WALLS (Occupancy, Area, Property)t Gypsum Board 1st Layer 2nd Layer Walls Ceiling NOTES 0/z P-m—;Zq-23 IF COMMERCIA_ L.� _ .068-130-137 T` 03-0877 GRUBBS, ROGER 16 CANYON DR„OROVILLE MINI STORAGE BLDG. F JOB FINALED (D t a. r Signature V=OK O=Not OK - = Not Applicable = Not Reedy Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Fig., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalis, Main; Steel -Block outs -Wrapped COMMERCIAL 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. O.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe: Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except q's 1 I Water Hir.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Handicap-W/C-Backing 21. Gas Pipe: Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. H.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except H's 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Date FRAMING (Continued) _ 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except f1's 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic 13 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged: Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating 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: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUIL G DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (5 53& 41 (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 068-130-137 C1 ZONING BUILDI G PERMIT OWNER GRUBBS ROGER TELEPHONE 518-3604 SO- Ft. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 16 CAMN DR. OROVILLE 95966 14450 3q ft -22/317,900.00 CONTRACTOR'``S77��NAME ��LVli1\ O4J TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 317.900000 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1402.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 911.62 BUILDING ADDRESS 16 CANYON DR. OROVILLE 95966 Energy Plan Checking Fee $ $ PERMIT FEE $ 2334.12 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 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 gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MINT STORAGE. RIDG- F Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service Xw.VA OR LESS 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.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fo a following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLIG OCCUP. NsD OR ADDNS. ( a ACC. BLD.. 3.5¢FT: NEW CONST. MULTI -OUTLET 7.50 NON RESID. OWER APPARATUS SINGLE OUTLET CIE.. Ex. OCCU OUTLET OR FIXTURES BAL @ I. Q FIXOR Ex. Occup.OUTLETSSR=.) EEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling' Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation 9f one hundred dollars ($100) or less.) 'Icertify 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 f hwith comply wit tho rovisions. X Date � �3 _ Signature Applicant - 111—Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or costructio of structures over 3 stories in height. b Mobile Home Installation Fee $ Energy Inspection Fee $ Occ S3 CONST. TYPE Vn TOTAL FEE $ 2334.12 HAZ. --- D. FEES IMP -- FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated a for whic fees have been paid. r� By Date / ,� (� EXPIRES ON 07 IDet Receipt No. 375856PERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPEC70R G L NRO LICANT . �. .t. -..r, -..-.r..... .... .� y,_ ,�,_ . r -- �-,tip..- .:. •,ti.: -��1. .r .•� �. w�.. R COUNTY OF BUTTE J� BUILDING DIVISION' "1 DEPARTMENT OF DEVELOPMENT SERVICES 1 411 Main Street -.Chico, CA • (530) 891-2751 4, 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE j CO - U o::2 -2 1 �- OWNER PERM T NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Dateff/ tl)- �— Inspector i REV 10/92 :.�,. s.A-«.. �„S`.��va1� . ..r°`�'+.rsfY r �`�• `tiY"fa/r Y,.:r•-v.'r`.,.' _.�. ,�.�`,J r•^ r .. �.�... , .... r �.Y,. f COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SER/F530)531 DING - ISION 7 County Center Drive, Oroville, CA 95965,Phone (530)538-714PERMIT APPLICAT19N DATA SOWNER: ASSESSOR PARCEL NUMBERGI Proposed Building Use: Counter Technician: CA�Date: Items required in order to apply for a permit. All boxesST be checked OR m d NA in order to apply. l/ '..Plot plans, 3 or 4 sets, signed'ty the preparer of the plans. 1) 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 1 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 instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 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. Plot 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. Other ... main ing items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 4. Fees as shown on the attached Schedule of Fegs Due Sheet ....................................... ❑ 5. Statement of Intent for Non -heated and A/C Buildings ............................................ JW 16. Sanitation and plot plan approval from the Environmental Health De art ent in �i G 1 -Z$-U3 KV�aS �nriing y of Chico Plumbing permit ........................................ . 1 ifornia Department of Forestry plan approval paid. Sent. b ❑ 19. approval for (A) Use: (B)Parking: (C) Pa cel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for' required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owne❑ heck to H.C.D ❑ 31. Other: WL - When issued Telephone and hold for pickup. 0tC I have been nfor ed of the shove ite n�s ��" requirements for obtaining a building permit. Applicant: ►"� ` 'wt/" ` 2 �� 3 rr gate: 1. Index permit application for the above items nu bered:_ 2. Additional items required Contractor, designer, owner, was advised cf the bove ata by one, ❑ mail, ❑ counter, by Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, _ Plans reviewed by: Date: Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: Date: 'o % Yellow: Buildine Division Plan Check Letter _Date: �� _Date: Date: Date: E.H. USE ONLY Piot Ren Anechod •� Floor Ren Attached _ sant to S.D. 03-08% TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ICSCICA caner Location AP# Plan Approved for: Sewage Disposal_ Water Supply: Public Private Well Clearance for dwelling. Other '�;<h 29" 10" ) i Hold final for: Final clearance O.K. for: NOTE: rj Environmental Health Specialist Date 8/96? COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOS D BUILDING USE v 1. BUILDING PERMIT FEES U - Balance Due ....................... $ . CJ Additional Fees Due ................. $, Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES DY 03 1 ---1 (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft:) ........... -�5o x $0.03=$43-3.56 Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) A.P.#0(49 -1311`3� . DATE RECEIPT # DATE REC. 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) . SRA FIRE INSPECTION AND PLAN CHECK �y $89.00 (paid at Building Division) /J 1 ',� 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed duringthe plan checking process. A APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) O.B.-1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued. until this erification is received. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES LK-" NO D I HAVE SHAVE NOT ❑ signed an application for a building permit for the proposed work. 3 I have contracted with the following person (firm) to provide the proposed construction: NAME: liKESS: CITY: P NE: CONTRACTOR'S LICENSE NO. 4. I pl to provide portions of this work, but I have hired the following person to coordinate, supery e, and provide the major work: NAME. ADDRE : CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indic ted: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOo�SSTGI�It�'I�'_P�1�� 2. DATE:_ � ! 2+I D3 NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: O.B.-.1 An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "'owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors; then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is.required by Section 19830 of the California Health and Safety Code OVER 1' I BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) ' School District �� (1) Building Department No. %�y" A.P. Number W i 3D - 1.3 % -jurisdiction: City County Property Owner u„ � Property Location/Address Subdivision Lot No. Residential Development No of Living Mobile Home Units Installation Commercial/Industrial FYI Aleve Addition (1-A CL Q4&_� Building Department Representative .............................................:...................................................................... Sq. Footage Addition/ 'Supplemental to Conversion Permit # `(No foundation inspection); ................................................................................................................... (Group R) Sq. Footage / i 4 5 O (Including Exterior Roofed Areas) 7/ 7/03 Date moor rians reviewea Dy scnooi uistnct versonneu District Identification No. S� 0" Le r` p V^ School District certifies that (Applicant) (Street Address) (Phone Number) Ow �r lie' C.OA a s a to to (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ 4 q 3 representing V,+; 4S O square feet. JFB926 $ FULL MITIGATION $ School District Represbtative Date Paid by Check # ` Remarks: t t $ p n108-t3a•t3'1 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.x)s (10/98)dmm BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER -3'O" APN O — Firm Name � a� 51�6�� Address i l(o IN Qw 2ZI:C RO V i Nature of Business %,� I I- --,%'f%0'v" Q r I Contact Person Phone # SIM S 1. Doe9,& your business or that of your tennants handle, store, or transport hazardous materials? NO ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at sta rd temperature 4 pressure), or formulation containing hazardous material? NO ❑ YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. 3. Is the business/facility/operation school site? [,NCO ❑ YES IF YES, name of school. to be located within 1000 feet or the outer boundry of a school or 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? t3 NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative 'L ��A 3-2-7-03 (Signa ) (Date) BCEHD BCAPCD ❑ ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. FROM : PASCAL STEEL CORPORATION PHONE NO. : 760 944 7755 Rpr. 29 2003 01:57PM P3 APP -2131-200Q 7UE 01,26 py FROININARTON AND ASSOC FAY;909605687G PAvfi i • i4em d 9 zoo' �� III III III ii! !2? LAYER A ° --+�! ( I I I I IIt�n%)VR CMN OLUTYP. M 6YOSA SC �+PW III I I ! 1 w MAf 9 I I I I I i I MIO O.W. Tm '"Lp DRILLL'R' LONSITUDAL IDAWIL PARTITION ill III UL. No. 'U425 11/2" X 16 6A.'U-eoHANNrW C. RIa TRA" (2) HOUR RA7EZI:P . NON- I N5UL. A7ED ' I REiNALL SCA LM, W a V-61 J • R.T. WHARTON & ASSOCIATES, INC. 601 S. MILLIKEN AVE. MAR 2 6 2003 SUITE H ONTARIO, CA 91761 (909)605-6865 (909) 605-6870 FAX �oQQOFES$j N9 STRUCTURAL CALCULATIONS FOR PASCAL STEEL CORP. CANYON SELF STORGE 40 ft. X 370 ft. BUILDING 'F co' �Z T OROVILLE, CA. 32 m DESIGN CODES: 1997 UNIFORM BUILDING CODE AISI COLD FORMED STEEL DESIGN MANUAL 1996 EDITION fql CML FOF AISC STEEL CONSTRUCTION MANUAL (ASD) 9th EDITION CALIF�� MATHCAD SOFTWARE DEFINED UNITS: IN=1L S1=1N2 CI=_IN3 LB=1M FT=_12•IN SF=FT2 KIP:=1000•LB LB LB LB KIP PSI = PLF = PSF = Fy:= 55•KSI KSI = 1 Es := 29500. KSI LB KSI = 1000--2 Fr FT 2 SI IN2 IN LIVE & DEAD LOADS ROOF LIVE LOAD ............ LLr := 20-PSF ROOF DEAD LOAD......... DLr := 3-PSF (METAL DECK) WIND LOADING @ 80 MPH, EXPOSURE C qs := 16.4• PSF PRESSURE Ce := 1.06 EXPOSURE C UP TO 15 FT HORIZONTAL--> Pw := qs -Ce- 1.3 Pw = 22.599 PSF UPLIFT --> Pu := gs•Ce•.7 Pu = 12.169 PSF INTERIOR AREAS SEISMIC LOADING ZONE 3 SOIL CLASSIFICATION Sd TABLE 16-S TABLE 16-Q TABLE 16-K TABLE 16-N TABLE 16-0 TABLE 16-0 Na := 1.0 Ca := .44• Na 1:= 1.0 R:= 4.5 Rp := 3.0 ap := 1.0 2.5R a 1 V:= V = 0.244 BASE SHEAR FOR BUILDING LATERAL FORCE ON ELEMENTS hx := 0.33•FT ATTACH. ELEV. hroof := 10 -FT ROOF HT. ap-Ca-1hx 1 Fp := Rp r1 +3. hroof/I Fp = 0.161 BUT SHALL NOT BE LESS THAN 0.7-Ca.l = 0.308 GOVERNS Fp := 0.308 (ELEMENTS) MATERIAL SPECIFICATIONS: ROOF DECD: 26 GA. MBCI ULTRA-DEK PANEL.. Fv = 50 KSI STEEL FR.XINIING: (PER MBCI ICBG 1=R-5409 (:OLD ROILED SE( -TIONS) COLD ROLL D: 16 (j!\. ,\ •Fl ll(.'KER (JR,\1)F "D" Fv=55 KSI COLDR01.1.1:1): v=33 KSI SCREWS: I'I:R I'Mi, A.I.S.I. DI:SI(lN \IANL'.\I. FAI'.\NCHORS: 1111:11 I:\\II: MIX III \I':\N51ON I'I I: I( liO 1•R -_*o'- CONUIll•:'I F: I',-= 2411() l''�I IIh:IN1 011('IN(;: I�-;ii KSI i1 �v�,h6S r 1Cic'RN,1Tc— OK `,=1C k:i:v c2 4�4, SOIL: linin I'sI :\I.I.(A\,\131.1:. liFAIZIM , I'I It 1'M' L Ii( I :\131.1: IN -I -A IN I -IF OF SOILS ROOF DECK: USE MBCI ULTR-DEK PANEL 24 GA. PER ICBG ER -5409. SEE ATTACHED REPORT FOR 5'-0" SPANS. ROOF PURLIN DESIGN: (CONTINUITY CONDITION) ROOF DECK TO SPAN 5' BETWEEN PURLINS (10 FT. SPANS) L:= 10 -FT THEREFORE... W:= 5•FT. (DLr + LLr) + 3•PLF W = 118 PLF UNIFORM L+D LOAD TO PURLINS Mr:=W.L2.0996 Mr = 1175.28 FT -LB USE 'Z' 4" x 2.5" x 16 GA. PURLINS Sx := 0.72 -Cl Ix := 1.54•IN4 (FROM AISI TABLE) Mr fb := Sx fb = 19588 PSI CHECK DEFLECTIONS Ospan := .0065.(w) (L)4 Es -lx RATIO = 411.325 OK > 180 OK < Fb := 33000 -PSI ospan = 0.2921N RATIO := L Aspan PURLIN CHECK FOR BRACING REQUIREMENTS DUE TO WIND UPLIFT PER 1996 EDITION OF THE A.I.S.I. COLD FORMED STEEL DESIGN MANUAL CHECK Z4x2.5x16 GA. PURLINS (CONTINUITY CONDITION) FOR WIND UPLIFT TO SEE IF BRACING OF COMPRESSION FLANGE IS NEEDED. BENDING MOMENTS TO PURLIN PER ZONE ARE....... DL:= 2•PSF DEAD LOAD OF METAL ROOF PANELS mut:_ I (Pu - DL) .5.FT. (10 FT)2 8 1 Mut = 7.6271N -KIP UNBRACED LENGTH FOR PURLIN IN WEAK AXIS IS Ly = 72 INCHES FROM A.I.S.I. CHART II -2B THE ALLOWABLE NOMINAL FLEXURAL STRENGTH FOR A Z4x2.5x16 GA AT Ly = 72 IN IS.. Mn := 29.5-IN.KIP TI-IFREFORF. DI_TERMINE IF DESIGN MOMEN"C OVER ALLOWABLE MOMFN"f I:AL.I.S 131:I..OW UNITY. Mut 0.259 PURLINS DO NOT NEED BRACING Mn AT 11TRI-IN 10 )'OST (:O),41N. t!SF: I it #12 SC ')RIM'S Vall : 620 LB �I.I.I)��:\lil.l: VIII All O r.I ` ITR 90' AIS) W L = 1 180 LB < Vall 3 = 1860 LB ZONE I (INTERIORS) ROOF POST DESIGN: USE 'C' 4" x 2. 5" x 16 GA. P := W • 10 • FT . P = 1180 LB AXIAL TO POSTS PROPERTIES ARE D := 4•IN Ae := .61 -Sl RO := 2.92. IN Sxc := PER AISI & LGSI .69•IN3 B:=2.5•IN Rx:=1.63•IN XO:=-2.23•IN Syc:=.35•IN3 t:=.057 -IN Ry:=.95•IN Cw:=2.37•IN6 x:=1.31 -IN d:=.75 -IN J:=.00075•IN4 R:=.1875 -IN FIND ALLOWABLE AXIAL LOAD FOR "C" 4 X 2.5 X 16 GA POST PER 1996 AISI MANUAL SEC. C4.2. K:= 1.0 ly:= 10 -FT Ix:= 10•FT UNBRACED LENGTHS X -Y AXIS G:= 11300•KSI FIND ALLOWABLE STRESS FOR SECTION 2•Es aey := n aey = 18247.631 PSI aex := rz2•Es aex = 53719.811 PSI \2 CK • ly I Ix 2 Ry K.— Rx ) at :_ 1 [Ae-RO2 n2•Es•Cw G •J + at = 10842.695 PSI XO R = 1 - (RO) 2 R = 0.417 (K•ly)2 1 Fe := • 2.R — (aex + at) - (aex + at)2 - 4•p aex•at] Fe = 9619.035 PSI Fy Xc := Fe WHERE DENOMINATOR SHALL BE THE SMALLEST OF (6ey),•(6ex), (6t) OR TO FOUND ABOVE. Xc = 2.391 > 1.5 THEN PER AISI EQ. C4-3 0.877 Fn := 2 ) (• Fy Fn = 8435.894 PSI ALLOWABLE FLEXURAL - TORSIONAL BUCKLING STRESS �c DETERMINATION OF Da (ALLOWBLE AXIAL pn := Ae-Fn NOMINAL AXIAL STRENGTH Qc := 1.80 SAFETY FACTOR PER AISI Ion pa oc pa = 2858.831 LB ALLOWABLE AXIAL LOAD FOR C 4 x 2.5 x 16 GA. P = 0.413 AXIAL ONLY AT THESE UN13RACED LENGTHS Ix = 10 FT FULL HT. UNBRACED — pa ly = 10 FT FULL HT. UNBRACED FIND �10�IENT DUE TO ECCENTRICITI' Me: z P x Me = 1545.8 IN LB \\ I::\h AXIS I31:NDIN(l %I(AlI:Nf Me The : — Svc The 4416.571 PSI lil Nl)IX( , I Itl DIT I• I I c'c I.N I Ills I I l FIND MOMENT 11WE O ; PSI., L2 M5:_ (5-FT-5.PSF) — 8 M5 = 312.5FT LB STIZON'(.I AXIS 131-NDING \•10.'v1L•N"I- fbl := M5 fbl = 5434.783 PSI BENDING STRESS DUE TO 5 PSF LATERAL Sxc CHECK LIVE + DEAD + ECCENTRICITY COMBINED STRESSµ:=+fbe• = P .85 — Fb 1 - — pa P pa µ = 0.606 < 1.0, CEE 4x2.5x16 GA.POST IS OK CHECK DEAD + ECCENTRICITY + 5 PSF LATERAL COMBINED STRESSµ = :_ +fbe• + P .85 fbl•.85 — lpa Fb •I 1— pal Fb 11— P I l pa µ = 0.845 < 1.33, CEE 4x2. -5x16 GA.POST IS OK ROOF POST TO BASE AT CONCRETE SLAB CONN. DESIGN Wu := [(Pu — DLr) .5. FT] Wu = 45.844 PLF Pup := Wu - 10. FT Pup = 458.44 LB WIND UPLIFT LOAD ALL ZONES USE (3) #12 SCREWS AT BASE CLIP TO POST AND (1) 1/2" DIA x 3-1/2" EMBEDMENT KWIK BOLT II AT BASE CLIP TO SLAB Pupa := 875 • LB PER ICBO ER 4627 ATTACHED. Pup = 0.524 OK < 1.33 Pupa CHECK TOP TRACK 4x2x16 GA. EAVE PURLIN OVER ROLL UP DOORS: CHECK WIND UPLIFT Sn := 0.157•IN3 SECTION MODULUS PER ATTACHED Pw = 22.599 PSF TRIB:= 2.5 -FT SPAN := 8.33 -FT ww:= TRIB-Pw cow = 56.498 PLF WIND LOAD Mw := °'w'SPAN2 Mw = 490.042 FT • LB 8 Mw fbw := — fbw = 8167.363 PSI OK < Fb = 33000 PSI Sx CHECK ROOF LOAD Sp: = 0.586.IN3 Ps := 23-PSF TRIG := 2.5. FT SPAN := 8.33 -FT s := TRIB Ps c)S = 57.5 PLF ROOD LOAD Ms _ "S SPAN2 Ms = 498.733 FT - LB Ms 8 fbs — fbs . 10212.957PS1 ()k < zp I:ND - '1'() CONNI•AHON X1 1"fll (2► #1' I)OOKi�ll3� VALL - 620 LB •,s SPAN = 0.386 GRAVITY SI II.::\R I'I:R Sc'RI \�. ()K < I.() 2'VALL CHECK THE (3) C 4x2.5x16 GA ROLL UP DOOR JAMBS: CHECK WIND LOAD Sx := .69 • I N3 SECTION MODULUS Pw = 22.599 PSF TRIG := 10•FT3 SPAN := 9.58 -FT cow := TRIB•Pw cow = 75.331 PLF WIND LOAD ww•SPAN2 Mw := Mw = 864.197 FT - LB 8 fbw := Mw fbw = 15029.516 PSI OK < Fb x 1.33 = 44000 PSI Sx DESIGN EXTERIOR STUD ENDWALLS SUPPORTING ROOF WITH WIND LOAD. METAL SIDING WITH STUDS 5'-0" O.C. TOP TRACK DESIGN FOR T-0" SPAN ROOF DECK TO CONTRIBUTE 2.5 FT. TO SIDE WALLS THEREFORE... 7 M := ws- X10 )2 M = 281.75 FT -LB USE 'U'4 " X 2': X 16 GA. Sn := .133•CI 1 := .20•IN4 M fb := — fb = 25421.053 PSI < Fb = 33 KSI OK Sn DESIGN STUDS SUPPORTING ROOF WITH WIND FOR EXTERIOR WALLS WITH STUDS T-0" O/C R:= 804 • LB ROOF LOAD TO STUDS USE C 4 x 2.5 x 16 GA. AT 5'-0" O.C. UP TO 10'-0" HT. BRACED IN WEAK AXIS AT 1/2 POINTS BY GIRTS. ALLOWABLE AXIAL = 6350 LBS CHECK STUDS FOR COMBINED WIND + GRAVITY PA:=6350-LB Sx:=.69•IN3 WIND AT Pw = 22.599 PS Mwind := Pw•5•FT-5•FT• (10 FT) Mwind = 1412.45 FT - LB 4 Mwind R fb := fb = 24564.348 PSI Fb := 33000 -PSI — = 0.127 Sx PA COiMBINDED STRESS = R fb PA Fb u = 0.871 OK < 1.33 "ALL 11ANE.L.S l'tii: �II{(I "14" PANEL 26 (;.k. I'I•:IZ I .\Ifl.l: �1.1.1)�1'.�lil.l: - 41) IISF f„ LATERAL DESIGN 1 STORY STORAGE BUILDING DESIGN METAL PARTITION WALLS 10'-0" O/C DOWN BUILDING LENGTH RUNNING TRANSVERSE DIRECTION, TO CARRY LATERAL LOADS. METAL PANELS RUN VERTICALLY OVER METAL STUDS 5'-0" O.C, ATTACHING TO EVERY MEMBER WITH #10 SCREWS AT 12" O/C MINIMUM UNLESS NOTED OTHERWISE. DESIGN DLr := 3•PSF ROOF DEAD LOAD (METAL DECK & FRAM'G.) LOADS: WDL := 3-PSF EXTERIOR WALL DEAD LOAD LATERAL LOADS FROM'PAGE 1 HORIZONTAL WIND Pw = 22.599 PSF SEISMIC FACTOR V = 0.244 DESIGN FOR 40 FT. WIDE X 370 LONG BUILDING H:= 10•FT HEIGHT OF WALLS L:= 370 • FT MAX. LENGTH OF BUILDING S:= 10•FT WALL SPACING DOWN THE LENGTH OF BUILDING W: = 40•FT WIDTH OF BUILDING FIND REDUNDANCY FACTOR: tmax := 0.03. TOTAL STORY SHEAR / SHEARWALLS (1/38) RATIO Atot := L- W Atot = 14800 FT p:=2- 20 p = -3.893 THEREFORE REDUNDANCY FACTOR IS 1.0 Amax 12800 DESIGN LOAD CASE: D+L+WIND or V/1.4 FIND GOVERNING LATERAL LOADS SEISMIC: Wr := DLr + (WDL-H)Wr = 3.75 PSF (DEAD WT. OF ROOF INCLUDING EXT. WALL) W V Vr := (Atot) -Wr-- Vr = 9690.476 LB SEISMIC ROOF SHEAR 1.4 WIND LOADS Pw = 22.599 PSF (I-IORIZONTAL WIND FORCE) H AR1 — W AR1 = 200 SF(AREA OFTRANSVERSF. WALL. TR113. "fO ROOF) 2 H AR2:: — L AR2 1850 SF (ARFA OI LON(JI] OINAL W.\I.i. I I:IIt. IO I:OOI:i 2 Frw;l : AR 1 P.v Fr.il ,519.8-1 LB i �� INU LO I:OOI IN I.ON(, UI I:I c I I� �N Frwt :- AR2 Pw FrNt ._ 41808.52 LB (W IND TO ROOD TR;\NS%'I:I:SI:I THEREFORE WIND GOVERNS "CRANSVERSE & SEIS�iN-IIC GOVERNS LONGITUDINAL TRANSVERSE DESIGN TO SHEARWALLS IQ FT. O.C. VT := Frwt • 10•FT VT = 28.249 PLF SHEARWALL LOAD W•L USE 29 GA. "M" PANEL METAL SHEARWALL PER THE FOLLOWING ER -5409 TABLE 1 ALLOWABLE = 98 PLF (WITH STITCH SCREWS AT 20" O/C) CHECK OVERTURNING (MIN. 40 FT. LONG PORTIONS OF SHEARWALLS) Mo := VT-16•FT•45•FT Mo = 20339.28 FT - LB FIND RESISTING MOMENT FROM ROOF DEAD + POST HOLDOWN ANCHORS = 150 LBS (ROOF DL) + 865 (ANCHORS) = 1015 LBS C' ALL POSTS 5'-0" O/C Mr:=(5+ 10+ 15+20+25+30+35+40)-FT•1015-LB Mr = 182700 FT - LB RESISTING MOMENT HOLDOWN FORCE = Hf := Mo - Mr..85 Hf = -3373.893 LB 40 • FT OK, NEGATIVE NO EXTRA HOLDOWN REQUIRED CHECK BASE SHEAR TO STUD ANCHORS: SHEAR := VT -5 -FT , SHEAR = 141.245 LB FOR 1/2"� ANCHOR THE ALLOWBLE SHEAR IS 1825 LBS, OK LONGITUDINAL DESIGN FIND LATERAL LOAD TO LONG SIDES Vr VLp:= Atot.15•FT VLp - 10 - FT = 98.214 LB CHECK OVERTURNING VLp = 9.821 PLF DIAPHRAGM LOAD TO ROOF ... OK LOAD TO 16" WIDE METAL SHEARPIERS VLp := 9.82-PLF MOT := VLp. 10-FT.10-FT MOT = 982 FT -LB MR := 52 -LB -1 -FT MR = 52 FT -LB MOT -MR' -9 = 1.0 -FT 935.2 LB I'UI.1-OUT TO DOOR .I:\\-113 AN('I l0lZS 935 LB 1.069 Oh < 1.33 FOR 1 '" DIA x t -I''" l:�llll;l). Illl.fl KNN-I K IIO1,"I' II Pupa FOUNDATION DESIGN SLAB CHECK FOR STUD LOAD & CONT. PERIMETER FOOTING DESIGN DESIGN PARAMETERS fc := 2500 psi CONCRETE COMPRESSIVE STRENGTH o := 1000 . PSF ASSUMED ALLOWABLE SOIL BEARING @ GRADE r := 4• IN SLAB ON GRADE THICKNESS DESIGN ROOF L+D LOAD IS: Pdead:= 150 -LB Plive:= 1000 -LB DESIGN REQUIRED BASEPLATE SIZE AND THICKNESS PER ACI 318.1-92, BUILDING CODE REQUIREMENTS FOR STRUCTURAL PLAIN CONCRETE. Plive•(1.7) + Pdead•(1.4) POST LOAD FACTOR = LF := LF = 1.619 F1 P AREA REQUIRED FROM SOIL CAPACITY P Ar:=— Ar=1.18SF P PAD :=�[—Ar PAD = 13.035 IN ' FROM ACI 318 CRITICAL SECTION FOR FLEXURE IS LOCATED HALFWAY BETWEEN FACE OF COLUMN AND EDGE OF BASEPLATE. COL := 2•IN PLATE := 3•IN PAD - (PLATE - COL COLILcritical := + J Lcritical = 5.2681N 2 2.2 2 SECTION AT SLAB SHOWING FLEXURAL WIDTH (L) CONCRETE IS REQUIRED TO ACT IN BENDING TO DISTRIBUTE OVER REQUIRED AREA FOR ALLOWABLE SOIL BEARING. ANALYSIS ASSUMES FULL DEPTHPLATE CRACK IN CONCRETE IN THE PAD AREA AND TO DESIGN REMAINDER AS UNREINFORCED FOOTING. CHECK CONCRETE IN FLEXURE qu := LF•p qu = 1618.644 PSF FACTORED SOIL PRESSURE qu := 1619•PLF CLcritical 2 12 ) Mu := qu 2 144 Mu = 13539.161 ft -lb BENDING MOMENT 2 Sx := 6 -12-IN Sx =321N3 SECTION MODULUS OF SLAB Mu fb := — fb = 58.496 PSI BENDING STRESS Sx Fb := 5-(0.65) --PSI Fb = 162.5 PSI > fb OK IN FLEXURE CHECK CONCRETE PUNCHING SHEAR PLATE - COL COL bo := 4.[( - 22 �-2 _ r] bo = 261N SHEAR PERINIFTER2 Vu:- P -LF Vu _ 1910 LB F. till[::\I: I.0.\1) Vu vu. 3 vu _ 27.548 PSI SI 11::\k S l l' l•:titi 2bo- Fv:_4 (0.65) % fc PSl Fv - 130 PSI > vu OK IN SIII::VZ USE L 3 X 3 BASELLII' OK SLAB IS ADEQUATE TO SUI'I,OWI S'I'UD SLAB M DESIGN REQUIRED THICKNESS OF STUD BASECLIP ANGLE: fp P fp = 131.111 PSI BEARING PRESSURE PLATE2 Fp := 0.35•fc•PSI Fp = 875 PSI ALLOWABLE BEARING L:=.64 -IN Fy := 50000 - PSI fp Tpl := L• Fy Tpl = 0.057 IN Y USE: L 3" X 3" X 16 GA. BASEPLATE CONTINUOUS PERIMETER FOOTINGS 12" x 12" THE ALLOWABLE UNIFORM LOAD FOR 12" X 12" FOOTING IS 1000 PSF x 1.0 FT. = 1000 PLF. NO WHERE IS THIS VALUE EXCEEDED. THE ALLOWABLE POINT LOAD CONSIDERING A 45 DEGREE SHEAR PLANE THRU FOOTING TO SOIL IS 2000 LBS. NO WHERE IS THIS VALUE EXCEEDED. USE 12" x 12" (BELOW GRADE) FOOTING WITH #4 REBAR TOP & BOTTOM. D X 91 X B2 I SECTION 35X1.5X1.5 3.5X1.52 4 X 2.125 X 2.375 4X2.5Z 6 X 2. 125 X 2.375 1 6X2.5Z 7 X 2.125 X 2.375 1 7X2.5Z 8 X 2.125 X 2.375 1 8X2.5Z 8X 2.625X2.8751 8 X 3 Z 8X 3.125X3.375 1 8X3.52 9X2.1,25X2.275 1 9X2.5Z TABLE SA -ZEE SECTIO'N'S'='' SECTION PROPERTIES AXISX - X I AXISY - Y GA I WEIGHT AREA Ix Se Rx y L9� JINT IN' IN3 IN IN` N3 I I N IN 16 1.58 .47 . .5C i.3b '_9 1< 1.57 BE 54 94 .38 .91 .7t 16 2.06 0'_ .E_- .27 49 .24 .9. .-7 14 2.57 .76 _.s4 97 c_ 1 '_.62 _._2 25 :.36 .9C 16 2.48 73 1.51 _.40 .4E 1.36 .92 14 . e1 .95 1.23 2.37 _._2 .3E 1.2< 13 .09 77 5.05 1 E3 2.36 1.4C 46 '_.2t .93 y2 12 4.34 '_ 26 6•--- 7.01 2.00 2.35 1.73 E5 1.25 .9s 16 2.52 2.29 2. 3.; 2.C1 .6e" _.2s ,7 14 3.34 .79 58 5.67 1.52 2 7 38 _.19 .90 <.09 _.20 7.25 b.b2 2.01 2.72 1.40 48 _.19 .92 12 4 71 2b 2.t7 _ �. _ 1.73 s9 1.20 .95 15 2.b9 c 8- _ '-0 2.83 2.70 2.^: n8 1.2C .57 14 3.60 7.78 1.80 13 4.51 1.06 9.942.4- = 2.36 L4C . 48 _._5 12 S.C7 1.30 3.76 1.73 .59 1 ._6 .52 c 5 16 3.10 _.<9 e_ 3 - .87 - :.<_ _. 5 2.01 .6E 1._6 57 t< 3.86 E.t9 '_0.99 '_.65 3._: _.79 .52 1.50 9C 13 4.72 _._4 24 _3.56 2.43 3..3 2.24 65 1.40 .92 i2 53 _ 3.1C 3._2 2.76 .8C 1-41 - 5- t63 .31 .60 57 _.tl 14 12 _ 2.--3_ 3 -, •8� '-.2C 2.E7 .6E 1.56 .yC ,3 5.04 `' 1.<8 S5 2.55 3.:9 _._: - " 85 _.66 .92 12 5.80 15.95 2.20 -.i2 , - 4 -- 1.05 _.57 .95 16 3.10 -•71 - 7.21 � , 4.77 1.20 _.67 14 3.86 .9l 10.31 2.02 2.ti -.1_2 .3F. -•-- .57 .90 13 4.72 _ -4 19 _E :6.05 2.94 .92 12 5.43 :.� 4C 73 73 .59 _2 _.60 1E.39 4.ui 2.Cl .95 _..9 .67 1.12 .97 q I SECTION I D x 9 GA WEIGH � 4 X 2 C 16 r 1.Po 14 2.36 13 2.29 4X2.50 16 2.06 14 51 2:151 13 3.14 12 3.62 4X4C i6 2.68 14 3.34 13 4.09 6 X2.50 i2 471 16 2..48 14 3.08 13 3.77 6 X 4 C 12 4.34 16 3.10 14 3.86 13 4.72 7X2.5C 2 -.43 16 2.68 14 3.34 i3 4.09 7X40 12 4.71 16 3.31 14 4.12 13 5.04 8 X 2 C 12 5.80 16 2.6E 14 3.34 13 4.Oc 8X2.5C 2 4.71 1s 2.6= 14 3.c� 13 12 ., c7 TABLE '3A-CEE SECTI0?NS1='•4 I i SECTION PROPERTIES f,XISX - X AXISY-Y I T AREA Ix Se Rx ly Sy RY L IN2 IN" IN' IN IN' IN3 IN IN .56 1 .9 .66 .E9_ 7 .65 1•50 3< 27 .70 .84 .42 .78 E7 a- 2.06 1.G3 -• .33 .58 2.34 1.17 1.So So <1 .75 .90 == •5- .46 77 .5- .76 1.56 E9 1.E: .76 1 •=5 .=5 .95 .75 n2 2.90 .90 1_.c"2 .6E .43 .95 .78 .83 .53 1.06 2.72 5y- 81 1.3E 1.00 9- .95 .84 .79 1.54 .80 = =: 98 = - _.i_ .71 1.47 .75 2.49 1.04 1 2.12 PS 1.20 3.1-2 i.47 .78 5. 1.38 3.75 1.50 a 2 "_ 1.08 1.<7 ,P1 _.o_ :E 1.47 73 4.G4 _9 2.37 - 64 64 .37 .75 °1 5.07 _..5 2.35 .79 .46 .93 .78 -• E._5 2.G3 2.35 .56 .56 .93 .61 1.28 7.03 2.34 2.:5 i..l .64 93 .64 of ,•, 4.84 :.30 2.50 1.98 .76, 1.47 .75 1 34 6--8 ..7b 2.50 2.46 .94 1 9 7.7" 47 .78 i.2.2E 2.49 :.G1 1.:5 1.47 .81 60 5.35 2.E9 2.48 3.4E 1.33 .79 5.80 1.47 .E4 ..47 2.7, .57 .37 92 75 .98 7.2E - - 2.72 °3 .46 0 1.20 8.E5 18 2.53 2.7_ 1 2 .91 .02 .57 .92 .P1 2.38 10._2 2.E9 2.70 .97 6.85 1 _._7 0� .92 E4 .62 2.85 2.09 .77 1.46 .75 1_.21 8.7E 2..7 2.57 2.60 1.48 .96 1.46 .76 --.G3 2.77 2.c-7 3._a" - = =8 1.46 .81 = 27 3.29 2.86 3.55 1.36 1.46 .84 .79 7.09 1.70 3.00 .95 4- 27 .7,2 .75 6.78 2.23 2.99 -' --20 3Q.<g - - '- 3. 72 .78 .2i .E5 7.9< _.75 3.0E I 7c 4; -2 .P4 OE c_ .75 2.30 C- E7 .47 aG t:ubnbl negnU, VA 23831, 801A26331. bglulb Ie IYnn1, P.O W. 6.7, 1780 11oGm1eurve. 51ge1ynab. IN 16176, 3"/396110U I�srn, P.O a" 1908:. 1"! !giuun Avbnuc, On1bUb, NI 68119, 107/111.7000 MlrwOe. Rnm, 0.b -.36L, 31.9 My-, bl Nonli IIbrN�gU. MS' 38632. 601/129 oDb 17unv: Pluu. P.O 111, 0166 4'ute GOU1b 733, Fong. NY 13uU. 315A99A/01 `qd Pbn1, P.O Oea 613. 1601 NUgm, 11-. "11. GA 31620. 912/8915-320 W. UAU Cy 111- 1151 Weal 7300 N-, Pall Ute G1Y. UT 81116, 801A 90-1971 lwiY P11u, P.O. 60. 719. 18130N. 6qm SI, nBn171o. ID 83687 208/1669613 Pfgmu. PU11. 660 6P011. 91,1 A.onw. PO. Ooa 739 TWtwn. AZ 85913, 602/907.1616 Inlernllgrvl Selbs 0111-. 5303 8Wb Ug- dive, Swe 170, Mum-. RL 33126 906863.9110 R O Metal Roof and. Wall Systems ultra-dek PANEL 24" PANEL GAUGE Fy (KSI) WEIGHT PS TOP FLAT IN COMPRESSION 3" Ix (in.4/ft-) Sx (in.3/ft.) 1 197h•, I SECTION PROPERTIES PANEL GAUGE Fy (KSI) WEIGHT PS TOP FLAT IN COMPRESSION BOTTOM FLAT IN COMPRESSION Ix (in.4/ft-) Sx (in.3/ft.) M (Kip in. 1 (in.4/ft.) S (in.3/ft.) M (Kip in.) 24 --f50.0 4.5 1.23 0.1282 0.0666 1.9945 0.0528 0.0485 1.4528 22 50.0 1.56 0.1905 0.1031 3.0861 0.0720 0.0680 2.0350 NOTES 1. All calculations for the properties of ultra-dek m"". panels are calculated in accordance with the 1986 edition of Specifications for the Design of Light Gauge Cold Formed Steel Structural Members - published by the American Iron and Steel Institute (A.I.S.I.). 2. 1, is for deflection determination. 3. Sx is for bending. 4. Ma is allowable bending moment. 5. All values are for one foot of panel width. ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT 24 Gauge (Fy = 50 KSI) SPAN LOAD SPAN IN FEET TYPE TYPE 3.0 3.5 4.0 4.5 --5-.O---T-5.5 6.0 SINGLE POSITIVE WIND LOAD 196 144 111 87 I 71 58 49 LIVE LOAD/DEFLECTION 148 109 83 66 53 44 37 POSITIVE WIND LOAD 143 105 2 -SPAN 81 64 52 43 36 LIVE LOAD/DEFLECTION 108 79 61 48 39 32 27 3 OR POSITIVE WIND LOAD 179 131 101 80 64 53 45 MORE LIVE LOAD/DEFLECTION 135 99 76 60 48 39 30 22 Gauge (Fy = 50 KSI) SPAN LOAD SPAN IN FEET TYPE TYPE 3.0 3.5 4.0 4.5 ; 5.0 1 5.5 6.0 SINGLE POSITIVE WIND LOAD 304 223 171 135 109 90 76 LIVE LOAD/DEFLECTION 229 168 129 102 82 68 57 2 -SPAN POSITIVE WIND LOAD 200 147 113 gg 72 60 50 LIVE LOAD/DEFLECTION 1 151 111 85 67 ( 54 45 38 3 OR POSITIVE WIND LOAD 251 184 141 111 i 90 75 63 MORE LIVE LOAD/DEFLECTION 188 138 106 1 84 68 I 54 41 NOTES 1. Allowable loads are based on uniform span lengths and Fy of 50 KSI. 2. Live load is allowable live load. 3. Wind load is allowable wind load and has been increased by 331/3%. 4. Deflection loads are limited by a maximum deflection ratio load. of U240 of span or maximum bending stress from live 5. Weight of the panel has not been deducted from allowable loads. 1 6. Load table values do not include web crippling requirements. SUBJECT TO CHANGE \;/ITHOUT NOTICE EFFECTIVE JULY 30, 1997 U D-59 Metal Roof w7d Wall Systems NgpIM Punl, P U W. 36717. 14091 ~ Hw". NOtwlpn. n 77]]6. 261AM5414M Umoo wn. P.O W. 101]]. W� 11M1 Eat 01 L- 7691. U- TX 1W06. 0-6067�)•t261 OCe, Pum. P.O N0. 95696. 7000 6 Ertrn A . OIOMvtM Cwpp. OK 7716]. 40"M1T6 SAn AMPnn Punt. P.0 N0. 69. 6671 1.10 Lu. C:Onr�r. T] 76100. 2101661.7409 O4t4. Pura. P O P... S]I6W 79W 059 Nb Wti 1>-. G/ P,-. 7 )5. Y72A 3300 Punt, !'u Uu. 44)25. 7 760 MPnM Arn Ml ll. OA ]01]6. 770N"-)Wf.6 I- Pun.. P.O. W. 741b, 407 N btla kma. P14n1 Cny. PL 73564. 61]752.9474 Nnvewro Pun: P.C. bur 2Jr 601 St . Ar 1-1 .1 1Nptn:. VA 2]694. W.1Y6•]975 It10.M.4094. Pbnt, !•.0 bot L51, 1160 M.G. U.r. :/�MlrvrY4, n 4Et)L, 9f7Y]9-+ Omuu PMnI. P.D. W. 19065. 1011 Ell,- Awr U-14. NL 66119. 402.11-7000 M_ Punt. P.O 66. Npnr4Y SI N9rin M4+wb0. MS ]6671, 601/419.4009 Rene Punt 1+.0 b0. 4141, 6166 $'.' Rw 779. iiam. NY 1]t�0. 31.3]9-9701 604. Pont. P U W. 651. 1601 A0 RUU. 110.. W ]1620. 91 2696-]777 Son lav C.IY Pl4nt. 166) Spun 700 w4.1. fan Ws C+1 Y. Lrl W01, 60179)]-0911 a-, Pun. P.O 60. 719. 15W N Eb 51, N4Tp4, 10 67659. 2061466.9659 V4wn414Y141 544. 0nm4. 6909 6414 U900n 0nr4, 5- 170, Mums, rt 79176, 905769.9110 12" 4''�tL'- 4"yr- 4.. "R" PANEL 36" Vie Y4' 3/16" 3 5/ea" -+ 4* 1 3/e NOTES 1. All calculations for the properties of panels are calculated in accordance with the 1986 edition of Specifications for the Design of Light Gauge Cold Formed Steel Structural Members - published by the American Iron and Steel Institute (A.I.S.I.). 2. Ix is for deflection determination. 3. Sx is for bending. 4. Ma is allowable bending moment. 5. All values are for one foot of panel width. ALLOWABLE UNIFORM LIVE LOADS IN POUNDS PER SQUARE FOOT 29 Gauge (Fy = 80 KSI) SECTION PROPERTIES 26 Gauge (Fy = 80 KSI) PANEL GAUGE Fy (KSI) WEIGHT (PSF) TOP FLAT IN COMPRESSION BOTTOM FLAT IN COMPRESSION Ix Sx Ma Ix Sx Ma (in.4/tt.) (in. 3/ti.) (in. Kip) (in.4/n.) (in. 3/n.) (in. Kip) 29 80.0 0.75 0.0286 0.0255 0.9161 0.0276 0.0333 1.1973 26 80.0 0.94 0.0423 0.0368 1.3928 0.0390 0.0437 1.5698 24 50.0 1.14 0.0542 0.0518 1.5500 0.0517 0.0544 1.6296 22 50.0 1.44 0.0696 I 0.0704 2.1084 0.0454 0.0610 1.8253 NOTES 1. All calculations for the properties of panels are calculated in accordance with the 1986 edition of Specifications for the Design of Light Gauge Cold Formed Steel Structural Members - published by the American Iron and Steel Institute (A.I.S.I.). 2. Ix is for deflection determination. 3. Sx is for bending. 4. Ma is allowable bending moment. 5. All values are for one foot of panel width. ALLOWABLE UNIFORM LIVE LOADS IN POUNDS PER SQUARE FOOT ES 1. Allowable loads are based on uniform span lengths ano Fy of 80 KSI for 29 and 26 gauge and Fy of 50 KSI for 24 and 22 gauge. 2. Live load is allowable five load. 3. Wind load is allowable wind load and has been increased by 33.333°0. 4. Deflection loads are limited by a maximum deflection ratio of 0240 of span or maximum bending stress from live load. 5. Weight of the pane! has not been deducted from allowable loads. - 6. Load table values do not address web crippling requirements or connection, o, panel to substrate. 7. Minimum bearing length of 1.5" required. 8. See pages 19-20 fo.- minimum fastener pattern. ` 2 29 Gauge (Fy = 80 KSI) 26 Gauge (Fy = 80 KSI) SPAN TYPE LOAD TYPE 3.0 4.0 SPAN IN FEET 5.0 6.0 7.0 I 8.0R155.0 SPAN IN FEET 5.0 6.0 7.0 8.0 SIMPLE NEGATIVE WIND LOAD 118.3 66.5 42.6 29.6 21.7 16.6 55.8 38.8 28.5 21.8 LIVE LOAD/DEFLECTION 67.9 29.3 15.0 8.7 5.5 3.7 V43.3 22.2 12.8 8.1 5.4 2 -SPAN NEGATIVE WIND LOAD 90.5 50.9 32.6 22.6 16.6 12.7 49.5 34.4 25.3 19.3 LIVE LOAD/DEFLECTION 88.7 49.9 31.9 20.2 12.7 8.5 41.9 28.5 18.0 12.0 3 -SPAN NEGATIVE WIND LOAD 113.1 63.6 40.7 28.3 20.8 15.9 172.0 96.7 61.9 43.0 31.6 24.2 LIVE LOAD/DEFLECTION 106.0 53.3 27.3 15.8 10.0 6.7 145.4 75.4 38.6 22.3 14.1 9.4 4 -SPAN NEGATIVE WIND LOAD 105.6 59.4 38.0 26.4 19.4 14.9 160.6 90.3 57.8 40.1 29.5 22.6 OR MORE LIVE LOAD/DEFLECTION 103.5 56.6 29.0 16.8 10.6 7.1 135.7 76.3 1 41.0 1 23.7 14.9 10.0 SPAN TYPE LOAD TYPE 3.0 24 Gauge (Fy = 50 KSI) SPAN IN FEET I 4.0 5.0 6.0 7.0 8.0 3.0 22 Gauge (Fy = 50 KSI) SPAN IN FEET 4-07 5.0 I 6.0 1 7.0 8.0 SIMPLE NEG T11/F \HIND LOAD E160.9 90.5 57.9 40.2 29.6 22.6 180.3 101.4 64.9 45.1 33.1 25.4 LIVE LOAD/DEFLECTION 55.5 28.4 16.4 10.4 6.9 156.2 71.3 3C.5 21.1 13.3 8.9 2 -SPAN NEGATIVE WIND LOAD 153.1 86.1 55.1 38.3 28.1 21.5 208.2 117.1 75.0 52.1 38.2 I 29.3 LIVE LOAD/DEFLECTION 120.7 67.9 43.5 30.2 22.2 15.9 135.2 76.1 48.7 33.2 1 20.9 14.0 3 -SPAN NEGATIVE WIND LOAD 191.4 107.6 68.9 47.8 35.1 26.9 260.3 146.4 193.7 65.1 47.8 36.6 LIVE LOAD/DEFLECTION 150.9 84.9 51.2 29.6 18.6 12.5 169.0 87.8 44.9 26.0 16.4 11.0 4 -SPAN NEGATIVE WIND LOAD 178.7 1100.5 64.3 44.7 32.8 25.1 243.0 1136.7 -. OR MORE NOT LIVE LOAD.'DEFLECTION 1 140.9 I 79.2 I 50.7 131.4 I 19.8 I 13.3 157.8 I 88.8 47.7 ' 27.6 ( 17.4 11.6 ES 1. Allowable loads are based on uniform span lengths ano Fy of 80 KSI for 29 and 26 gauge and Fy of 50 KSI for 24 and 22 gauge. 2. Live load is allowable five load. 3. Wind load is allowable wind load and has been increased by 33.333°0. 4. Deflection loads are limited by a maximum deflection ratio of 0240 of span or maximum bending stress from live load. 5. Weight of the pane! has not been deducted from allowable loads. - 6. Load table values do not address web crippling requirements or connection, o, panel to substrate. 7. Minimum bearing length of 1.5" required. 8. See pages 19-20 fo.- minimum fastener pattern. ` 2 WHARTON & ASSOCIATES STRUCTURAL CALCULATIONS FOR U 4 X 2.0 X 16 GA TOP TRACK V. -_- 32 t:=.1051\ Ap.-4.125•IN Bp:=2.0.IN' Cp:=O•IN Py 50. KS] r :=R+ t a :=Ap- (2-r+t) b :=Bp- (2.j ---l- t) 2 c :=Cp- r- t u := 1.57•r a := 1.0 2 A := t.(a+ 2-b + 2•u + a -(2-c + 2-u)) A =0.783 -SI ab :=Ap- t bb :=Bp- t cb :=Cp- t E -: = 29500000. PSI 2 FIND X BAR xb :=2.—' f b. (2 + r) + u•.363 -r+ a -(u -(b + 1.637•r) + c- (b + 2-r)) 1111 � FIND Ix Ixl :=a•Ic•(b+2•r)2+u-(b+ 1.637•r)2+.149•r3] I 2 Ix2 b- I b + r) + .0833•b3 + .356-r3 Ix := 2-t•(Ixl + Ix2) - A•xb2 2 / FIND Sx xb=0.423-IN Ix=0.248-IN 4 Ix Sn := Sn=0.157•rN3 Bp- xb I SP x Sp = 0.586 •IN3 xb Ap xb = 0.423 - IN' Ix=0.248-IN 4 BOTTOM IN COMPRESSION TOP IN COMPRESSION TOP TRACK SECTION W. ER -5409P TABLE 14 -ALLOWABLE VERTICAL AND HORIZONTAL DIAPHRAGM SHEAR AND SHEAR STIFFNESS ' 20'-21'"U" PANEL } .. c::: 1 HIC' OJc `_ ..�r�: 5:-r,i• rFs-!��' 1 t:.. j 2c j 0.0133 U"Panel I 29 I Q0123 __ 11 11 ?i5 :29 ) 5.7Ji I7� 12 1 8 156 1 168 4.913 29 0.0123 5(p9'-0" 12 I 6 123 29 0.0133 4@5'-0" 12 121 4.052 5 102 109 3.624 29 0.0133 10®2'-0- 20 11 212 226 "U" Panel 29 0.0133 703•-0^ 20 5.731 8 147 156 4913 29 0.0133 504•-U 20 8 116 423 29 0.0133 4 5'-0' 4.052 20 5 96 103 3.624 26 D.D176 10(6)2'-0- 12 11 F 351 7583 26 0.0176 7Q3'-0•' 12 8 "U"Panel 26 0.0176 243 65D1 5@4'-0"12 8 191 5.362 25 0.0176 405-0" 12 . 5 150 160 26 O.D176 T-4'$ 0" 4.796 12 2 135 144 1 1.789 26 0.0176 1002•-D^ 20 11 311 26 0.0178 7®3*.0- 20 331 7583 "U" Panel 26 6 215 229 5-301 0.0176 5@4'-W 20 6 170 180 5.362 26 0.0178 4@-T-0'• 20 5 141 15D 4:798 26 0.0176 T 4' -Ci -0' 20 2 127 135 2_769' TABLE 16 ALLOWABLE VERTICAL AND HORIZONTAL DIAPHRAGM SHEAR AND SHEAR STIFFNESS 24'-25''4J" PANEL BASEL Sn=...1 THICKNESS DEC)C SPAW SIOB.gp FA6TBNae Nr SHEAR :NFA�7 SHEAR 0.a:o17b� VALUE 1•ALUEr" S'nFFNFSS° 29 0.0133 (?"I) 1202'-0^ SPAC IG 41MCK �j SELSNClRFl WINO (PtFI Gi►!P+p.r)� "U" Panel 29 0.0133 8®3'-0' 12 13 222 236 8877 29 0.0133 x4-0- 12 9 12 153 163 5.616 29 0.0133 5®5' 0 7 12 119 127 4.883 29 0.0133 1202'-0- 6 20 99 104 4.530 "U" Panel 29 0.0133 &>�3�-0' 13 20 209 222 6.877 29 0.0133 604'4- 9 20 144 154 5.615 29 0.0133 5-o r 20 112 120 4'863 26 0.0176 12(2'-0- 6 12 92 98 453D 26 "•U" 0.0176 803•..0- 13 12 35 9.400 Panel 26 0.0769 604.-0- 12 225 239 7.430 26 0.0176 5®5'-0" 7 12 475 186 6.435 26 0.0176 '-0" 6 12 144 153 5-995 28 D.0178 1202-0' 5 20 125 133 S ZSA 1 20 306 326 9.100 "U" Panel 26 O.D178 �•� 9 20 212 225 7A30 25 0:0176 305.0- 7 20 165 175 6.435 26 0.0178 D" 6 20 136 144 5.995 5 118 125 5.254 ER -4627 « TABLE 3 -CARBON STEEL K.WIK BOLT-!! ALLOuI!ABLE TENSION AND SHEARr� �. LUES (i ; Pounds), Ii^vRh7AL-YJEiGriT CONCriETEI Jc'= 2,000 psi 4 = 3,000 psi ' ANCHOR ANCHon Tension Tension !` -1,000 par 1�'=6,000psi DIAMETER DEPTH (Inch) (inches) With Sp. Insp. Without S Ins P• P� Willi Without Willi Tension Tension IIS., I i _aS !?(! Shear 400 Sp. imp. Sp. insp. Shear Sp.lnsp. Without Sp. [lisp. Shear With Sp. insp. Without Sp.lnsp. 1/4.' ;'' �(;:; 400 3Ub I 150 400 1 350 17•`• 400 430 115 Shear 40f)400 1 3'., 62.� 31_ -1i (, 'q'• 41;1, 6-1 .315 408 j .;ml r>z: _ ! 506 '511 3UD I 1.2:' 3 _I,li O25 ? I5 I 401 x i'` I • I ':' 565 I. 100 i Iti t )75 710 35= !.0_'� `;OU •1110 I 1,(125 41'. 1.190 S9S I,IUp 1,2 J5 G(JS 1.100 I 1,29(1 645 r 1..00 1.450 725 1.100 1 2 'a; H60 4130 I,BtU 960 GI> 480 IJU11 1,2 5 6411 I,1UO 1:43(i 725 1,100 t�3 31%- 1,750 H75 1,840 1.840 1,065 530 1.840 I,625 HIS 1,840 6 1,950 97S 1,H40 _'•,000 2, I G5 1,080 1,080 1.540 250 1,125 I,H4U 2,025 1,315 I,R40 2 �, T a 1,425 710 2,875 1,685 1.840 2,375 1,19(1 1,84(1 2.625 1.31$ 1,848' %x 4 2.180 1,125 3,125 2 845 2.87$ I;JSO c 175 2,875 2,808 1,250 2,H75 7 3;(10(1 1,500 3,125 ,678 3 ,jl) 1331 3.125 3 t I,SaS 3,125 3,925 1;168 3,125 314' 1,850 925 3,87S 2.175 1.625 3,12$ 3.5(10 I,75U 3,125 3,92$ 1,965 3.)25 }741 4-14 2,750 1,375 4.225 3,62$ 1,090 1,940 3,H7S 2,500 1,250 3,H75 3,(180 I,S01J 3.57_ 8 3,750 1,575 4,225 4,6)5 2:315 4225 4,5110 2.2$0 4.22; $.860 2,$38 4225 41/_'j 2,930 1,465 6.(125 3.610 1,525 4,225 S,SOU 2.750 4.225 5,925 2,965 4?25 1 6 3 x)90 1,995 8,625 5,3 I 0 2,655 7,125 4.375 2,190 7,625 4.360 2, I SU H,625 9 1 6.(140 1 3,818 1 5,625 7.050 3 525 5.625 6.625 3,315 R,G25 7,875 3,940 5,625 For St: I incl, = 25.4 mm, I psi = 6.9 kPa, I Ib. = 4.45 N. 5,625 8,8$5 4,025 H,625 10,000 5,000 5.625 I See Table 2 foomotes. 2.AIlowable loads may be increased by 3311; percent for short-term 'Only loading due to wind the long -threaded Kl3-Il anchors have Style KU -11 anchor installed at this diread embedment or seismic forces. depth is permitted to beused a length greater than three bolt diameters. to resist shear due to wind or seismic forces. Long dreaded style TABLE "TAINLESS STEEL KWIK BOLT -II ALLOWABLE TENSION AND SHEAR VALUES (in pounds), NORMAL -WEIGHT CONCRETE1,2 4' = 2,01)0 psL " a 3,000 psi ANCHOR ANCHOR DIAMETER DEPTH Tension With Tmaioo Jr, -41.E psi Tension t<'=ti,001 psi (inch) finches) Sp. Ansp. Without SP .Ns• D Shear WIHt Sp.InsP• Without Sp.lnap With Without Tension I%x' J74 178 85 525 230 Shear 0 Sp.lns0. Sp.lnzp. Shear With SpAn.sp. Without Sp.lnsp. Shear 2 425 211) 5i0 i00250 120 550 :00 175 050 3 '•41 520 200 558 520 26 8 -i-0 � x(10 50 550 528 260 ii0 488 200 8254GU 230 550 5`U 260 550 520 260 550 875 4410 1.258 ),025 51> 950 515 260 1.075 625 315 1,1i0 4114 I' SUU 1.250 1,145 625 1,250 1.175 598 1,250 1,350 675 1.250 11:x' 800 800 4UU 1,700 1,000 500 1.250 1.350 675 1250 1,350 675 1.250 1/2 3i12 1.250 625 2,085 1,625 SIS 1,740 1,200 600 1,775 1.250 625 2,085 6 1,375 690 2,085 1,765 SSO _,085 2,000 I,(JUU 2,085 2.251) 1,125 2,OS5 2?/41 1,(120 51(1 2.625 1,250 2.085 2.1$(1 1.075 2,888 2.550 1.27$ 2,088 'Its 4 1,730 865 3,125 T X20 - 16118 62$ 75 1.475 735 3,125 1.500 900 3.125 7 2,25(1 1,125 3,125 2,825 1,415 3,25 1- ,TIS 1355 3.12$ 3,000 I,iO4 3,125 I 3 'a' 1.450 728 2,700 1,825 915 3,125 3.425 1.715 3.125 3.425 1,715 3,125 3/4 4"4 2.350 1,178 4.215 _,990 1.495 3,188 2,288 1.100 3.500 2.450 1.225 4,500 8 2.750 1,375 4,500 3,500 ISIS 41,305 3.625 LSIS a,50fi 4,375 2,190 x.500 230000 I, I SO 5.700 2,850 I A25 4,5 4,��U 2.125 4.SgIJ 4.;100 2AUU 4,500 1 6 3,740 1,871) 7,000 4,931) 2.aG> 6,350 3,400 1,7(1(1 7.00(1 4,80(1 �,�58 - ` 7,0(10 9 5.2j0 2,028 7.000 7,(175 3.540 7,888 � 6,1_0 3,060 7,(10(1 6.875 3.4411 7.808 For SI: I inch - 25.4 nim. I psi - 6.9 kPa. I Ib. - 4.45 N. 7.0(18 S,HUO 4.4(1(1 7,000 8,H00 4,40(1 7.000 'See Table 2 foon,otes. -'Allowable loads may be increased 'Anchors by 331;1 percent for short -tem, loading installed at this embedment depth due to wind or seismic forces. shall not be used to resist shear clue to ,wind or seismic forces. p.. �,....x,.r�-.-rry!„-m:.r�x�a,-.7T�8'i''n:AJC'�7Y^'t""..,'1v.��c7.��"-.�,p"• .�nsr-��fyxi�rrr�ac:` --� .F�.(a^?�.>,s��,,� � eft.. . -•. -i-; .:r,�,. .. .�--- 068-130-137 01-2509 CANYON DRIVE SELF STORAG 16 CANYON DR, OROVILLE TWO 20 AMP SUB PANELS COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT d�' °� ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER - t.AirYUN OidVr. Sr iY S011ACL TELEPHONE 1539-5625 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS lb CANYUN OAIVLp O ZOVILLE CA 95950 CONTRACttT�OR'S NAME �i A TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 10 CANYGi+ D ,Ni CAOVILI..I Energy Plan Checking Fee $ $ PERMIT FEE $ LAT 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 gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2-20 A,,!;) Siff-; AQldri C Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License 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, b*01, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) 00'1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _/(.01 r % 7 ( '! ` f Date 10 �` C Signature of tApplicant - ID..Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. \ Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR SO OR ADDNS. ( & ACC. BLAS. 3.5QFT: LNIONpOIp. MULTI.OIBRANCH RCUI 7 97.50 4 POWER APPARATUS a sINOLE oLm� cIR. .00 EX. Occup. OUTLET OR FIXTURES SAL ®I.50 Ex. Occup. o xurLEEDTsR� Dom, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $0 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE: S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ j5 ()O 2.A. D. FEES IMP I FLOOD I COF PARCEL I PO HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indican d above for whi h fees have been �r By /1 Date ERMIT EXPIRES ON provisions to do work paid. /, lD v �`'/ ata Receipt No. WHITE-D.D.S.-B.D. CANARY -ASS SSOq PINK -INSPECTOR GOLDENROD -APPLICANT ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION h 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ER No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 062-130-127 ZONING BU I LDING P ERM IT OMYON DRIVE SELF STORAGE TELEPHONE 589-5625 SO. FT. OCC. BUILDING VALUATION OWN S MAILING ADDRESS 16�CANYON DRIVE OROVILLE CA 95966 T�7RAC�TOpR'S NAME CON�Nl:�l\ O W TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 16 CANYON DRIVE ORO I Energy Plan Checking Fee $ $ PERMIT FEE $ 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: 2-20 AM2 SUB PANELS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service oov. 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. tl.<as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 w ers' compensation provisi of section 3700 of the Labor Code, I shall f ith commvi th pro S. �y/�V�I pp�� X Date N'� � � � Signature M.B pplicant - wner ❑ Contractor ❑ Agent An OSHA per it is required for excavations over 60" dee and demolition or construction of structures over 3 stories in height. Main Service To 46.00so WEE200A CCU000A NEW CONST. DWELLING occuP. 3.5¢F°: OR �o"� ( NEW MUL"'cTcou�rLSEr NON-RESID. 97.50 ^: POWER APPARATUS A SINGLE OUTLET CIR. Ex. Occup. OUTLETBAL OR Fixrums 2O Q 1'0O .SO 9MD A O. Ex. Occup. ouTi Ao 1E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEN: $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of th% Butte County Code and/or Resolutions to do work indica d abo for whi h fees have been paid. By Date /�'/ PERMIT EXPIRES ON ate Receipt No. r WHITE-D.D.S.-B.D. CANARY -ASS SSO PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION t. 0 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER / �ZOeN�NNeg, BUILDING PERMIT OWNER V / ' / t D �t g kG/�Li%` . SO. Fr, I OCC. BUILDING VALUATION CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCMTECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS 7 77 .OTNO. I SUBDIVISIONS NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other ePECLFv TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utlfih'es ❑ Installation ❑ Other ❑ *PERAAIT FEE PAID SRA • SHERIFF OTHER AAIIOVNT RECEZVE0 $ 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. Building sewer Mobile Home 20.00 •fling Feel 20.00 7.00 23.00 15.00 15.00 15.00 15.00 020.00 Fireplace Total Valuation Is No. Filing Fee $ Main Service Permit Fee $ Plan Checking Fee $ Main Service Energy Plan Checking Fee E 4e.00 a PERMIT FEE $ MAP PLUMBING PERMIT MUIhOUTLET Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent OUTLET OR FXnMES Gas piping system 1 - 5 outlets *PERAAIT FEE PAID SRA • SHERIFF OTHER AAIIOVNT RECEZVE0 $ 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. Building sewer Mobile Home 20.00 •fling Feel 20.00 7.00 23.00 15.00 15.00 15.00 15.00 020.00 Mobile Home Installation Fee I S Energy Inspection Fee b Oc` �N�T. rrPE TOTAL FEES MAZ• 1 D. FEES I IMP I FLOOD I CDF I PARCEL I PD HD ISSUE •RECEIPT NIJAAIM_— 3 " TO Be PVT INTO COMPtl1'ER By PERMIT EXPIRES ON Date PERMIT FEE t ELECTRICAL PERMIT Fling Fee 20.00 Main Service OOOV OR LESS zow oR LESS 23.00 Main Service 200A TO 1000A 4e.00 NEW CONST. OR ADONs. ( OWEL NG OCCUP, L ACC. BIDS. s0 . NLW CONST' NON•RESID. MUIhOUTLET eG 7.50 POWFA APPARATUS 6 SINGLE OUTLET CI, Ex. Occup. OUTLET OR FXnMES 200 1.00 SAI .50 EX. OCCU MO APPLMS. OR oLmETs .ID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Mobile Home Installation Fee I S Energy Inspection Fee b Oc` �N�T. rrPE TOTAL FEES MAZ• 1 D. FEES I IMP I FLOOD I CDF I PARCEL I PD HD ISSUE •RECEIPT NIJAAIM_— 3 " TO Be PVT INTO COMPtl1'ER By PERMIT EXPIRES ON Date t MASONRY WAI-LS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS (Occupanc , Area, Property) Gypsum Board 1 st Layer 2nd Layer Walls Ceiling .NOTES IV r COMMERCIAL 068-130-137 01-1008 CANYON DRIVE SELF STORAGE 16 CANYON DR OROVILLE CONT: OWNER MINI STORAGE 00 - 0% JOB FINALED (Date) r Signature .1 OK O = Not OK = Not Applicable COMME = Not Ready G Date UNDE L OR Plans OK except #'s 1. ni -Setbacks-Easements-Flood-Slope-Soil Report 2 F ., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bops -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date ;P/ �7 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except if's 16' Water Htr.: Vent-Access-Combusti ir-Baffle 17. Water Pipe; Test & Anchor- Protection 18. D.W.V.; Test-Fittin Anchor -Nail Protection 19. Sinks -Floor ease Trap 20. Hanp-W/C-Backing as Pipe: Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex installed Close to Edge of Stu C.J. 26. Equip. Ground made up w/Mer astners-Bond Gas & Water 27. Wiring -90° -Protected -Col oded 28. Subfeed Wire Size / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 29. Fire Resist' -Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Servic iser Conductors & Ground -Main Disconnect 31.E p. Clearances Panels-Motors-Mech. Equip. 32. ire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade E36. Furnan4Ve; Access -Comb. Air-ReturnAir Vent -115 outlet 37. Attic APlatform if Furnance in Attic 38. Fi.V.A.0ation-Roof Access 39. Sm eDampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FR NG (Plans) OK except #'s Sils, Proper Material & Anchors -Hold Downs 144�Walls Studs -Nailing, acing & Bracing -Plates -Sound 42. Bea Walls QvdrGirders & Floor Nailing 43. Draft 44. Fire.l 8 RCIAL Date FRAMING (Continued _ angers -Pops -Anchors -Connectors 47. Roo ai ling -QjAp.Chord Splice firewall- re cpgr-� 9. Attic s; Siz mex Protection -Draft Stop -Ins. Baffles lu-LaSSert.- acement-S eel Buildings-Purlin-Girders 52�eRq-bne-Firewall-& Openings xt. Doors -Handicap Access 54. 43tair�-ieadroom-Rise-Run-Landing-Fire Protection 00 on oo Attic Vents -Rafter Outriggers j�5�&iding-Nailing Veneer 57. Stuccg-Mesh�Dcip-Screed-J d.-Vents-Underflr. Access 58. Gla Fass-Pro1lTCion -Skylights-Plastic-Fire Port. 59. _9Aear-Watts-Plywood-Nei4":tg-Conn to Roof 60. InsIIfafwn-Wa- IIs -Ceilings 61. Iindows 62. C e`Protection-Framing r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FIN!(Plans) OK except #'s E . ceps -Door & Sidelight Protection -Landings Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air-Connector- ove Floor-Ducts-Mech. Protection 66. a_c_e rn e n FT est 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. ne ; 15reaker Sizes & Labels 6 HaFloor 71. 82E. I: Int. & Ext. 72.^ b. Air-Connector-P.R.V. -Above Floor-Mech. Protection 7 is a or Location 74. I e in Attic 0 Yes 75.. -Post Caps 76. F - rainage & Wood -Earth Clearance Looked under Floor O Yes 77. n- mis 78. A. onnect, Electrical, Plumbing 79. nce-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing @ . enor Elec. Trim; G.F.I. Receptacle -Underground 82 icap 83. ion 84 ns rom Previous Inspections 85. as Test -Meters Tagged; Gas -Electric 86.- ewer Connected -C/O to Grade -HD Approval 87. er i irate -Other Certificates 88. ating Date (ID 0 f 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: Is (rat proof) Ceilings -Staff rs-Chases Si & Bearing -Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 6ounty Center Drive • Oroville, California 95965 • Telephone (530) 538-754 ,, /� �Q►J NO. (Rev. 12/96) APPLICATION AND PERMIT �� ASSESSORPA('CELNUMBER 4-�,cs=130-13 ZONING BUILDING PERMIT OWNER CANYON DRIVE SME STORAGE TELEPHONE _589-9625 SO. FT. OCC. BUILDING VALUATION 19 50l979,000-00 OWNERS MAILING ADDRESS 16 CANKIN DR- OBJOVILL7 CA 95966 CONTRACTOR'S NAME - OWNTFR TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1259-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 813-80 BUILDING ADDRESS 16 CANNON DR. OROVITI.E., CA 95966 Energy Plan Checking Fee $ $ PERMIT FEE $2085.80 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ISI 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 ❑ Otherb Describe Work: MINI STORAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W (920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service soOA 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: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, I Will do the work, and the structure is not intended or offered for sale. 0' , as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I 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%ertify 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 forth h comply with se pr vi ons. X Date J' 3^0 _ Signature of plicant - fB-ewner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. If Main Service sow To 46.00so CCU000A NEW CONST. DWELLING occuP. 3.5¢F°; ( BLDS ORw D CONST. MULDTco NON-RESID. 97.50 POWERSINGLE APPARATUS 8 OAP= CIR. 1.00 Ex. Occu OUTLET OR FIXTURES URES 2 @ Q .50 Ex. Occup.ouT�rs p�,D.°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ s CONST. rrPE N OTAL FEE $ n rwz. D ,Lw/ RooD cDP PAR t� HD IssuE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By 42JE4D e Q ry �ReceiptNo. to 30� /a,S WHITE-D.D.S.-B.D. CANARY-APINK-INSPECTOR GOLDENROD -APPLICANT L � COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville. California 95965 a Telephone (530) 538-7541 P MIT NO. (Rev. 12/96) APPLICATION AND PERMIT raeaeOar Ta+' F-120— 3 7 12017 BUILDING PERMIT <'1�7 /: <) /I SO.. FiT OCC. SUILDING VALtL►T�r�r� Loot" VAL" aooaas S -- Total Valuation is $� 0��('�/�_ SRA $— Nc.w=. apt V"Nm $�T uctist Mo. Fi% FN= � 20.00 Permit Fee S AMOVNT RECEIVED Mastro Gra 9WWW S UAAJW VOresa i 25zt Plan Checkina Fee rq I D°1OA001�a Energy Plan Checking Fee = PERMITFEE _ ttnONS101f71N1[ ' rMcll IM► PLUMBING PERMIT Filing Fee 20.00 Each Trap7.00 USEOFSTRUCTURE SF 0 Duplex 0 WbilehomeOtt►of '~ Solar or heat um water heater .00 Water i in 15.00 Each gas water heater or ve 15.00 TYPE OF WORK Now 0 AddNon 0 PApodei 0 LAeMWeo 0 _ 1nsLalalSon Describe Work: /r' i1 [�L' ��_ /_�- .'!t_ Gas piping Wetem 1 . yea 15.00 Building sewer 15.00 Wb1e me I S I G W Q20.00 "PERMIT S FEE PAID $� 0��('�/�_ SRA $— SHERIFF $�T OTHER $ AMOVNT RECEIVED � *RECEIPT NUMBER TO BE PVT INTO COMPUTER lom PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service =w t9i 23.00 Main Service sew To ,00w 48.00 cas . REM occur. � 011 A00Nf. a roc. BL". 3.5ttial ■ Ex. Occuo. ( OuTm 04 FwTumcs N I epi 1 -:ie I i Temporary Servic 23.00 Mobile HorngAracilmes 20.00 Msc. na 23.00 PERMIT FEE I S _ MECHANICAL PERMIT I Filing Fee 20.00 6.50 Ventilation PERMIT FEE I S Moble Home Installation Fee $ Energy Inspection Fee t °C OOKT' r`P` TOTAL FEE $ Knz 0. n- rr x1000 car rMca ro w .suc This permit Is hereby issued under the applicable provisions of the Butte County Code and/or Re*oiutlons to do work Indicated above for which fees have been d� By Date PERMIT EXPIRES ON .r COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 ma�yy,, P "MIT APPLICATION DATA SHEET OWNER: 7)�ftESSORPAR ER: Proposed Building Use: Building Inspecto ' Date: S� At time of permit application, I was advised t e following data mu- bre submitted prior to permit processing and/or issuance: Date Received By All items have been submitted .------------------------------------------------------------------------------------- Plot plans, 3/(Oets, signed by the preparer of plans.------------------------------------------------------------ ❑Complete plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------- oe------ . Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans - ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! -------- Energy Design Compliance and supporting documentation. of Intent for Non -Heated and A/C Buildings. Material Form.--------------------------------- lanufactured Hom data d . stallation instructions including Tie Down Specifications. ------------------ Fees of $ -.�------�-�,_s__ t_ - -------------------------------------------------------- Fees fees as shown on the attached schedule. ------------ - ------------ -- ----- California Department of Forestry plan approval/fees. - ;------------ —`! --- --------------------- ❑ 13. Flood elevation certificate. MA—Ilanitation and plot plan ap Department. ❑ 15. City of Chico plumbing permit.---------------------------------------------------------------------------------- ❑ Plot plan and business license app rov om the City of Biggs. ---------------------------------------------- .slanning approval for (A) Use: (B) Parking: -------------------------- 18. intact Land D ve 0 G o ►✓ ❑mprovements, ❑ Drain , ❑ Legal Parcel. ----------------------- L 01-,4af l�Zdi C�cc�' ORNti 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). -------------------- 0 22. Workers' Compensation carrier and policy number. -------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 11) - ---------------------- ❑24. Letter of signature authorization. ----------------------------------------------------------------- ❑ 25 . Recorded copy of Agricultural Acknowledgment Statement. ---------------------------------- 1:126. --------------------------------- ❑26. Letter of intent on building use. ------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ------------------------------------------------------------ ❑28 ,Existing violations and/or expired permits. ------------------------------------------------------ ❑29 ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: When you issue3MOA s asnfollows ❑ Mail to owner, ❑ a-1 t . cVae elephone � and holdf r pickup at ❑ De ver inspector. P. Applicant: DatE Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollu ' n Date: B Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: D*7 B (Date) s -3--o) 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, wne was advised of the above required data by Wphone, ❑ mail, ❑ Buil ' g Division counter, by Date:1(0.0( Contractor, designer<;MM ff��B was advised of the above required data by ❑ phone, ❑ mail, uildmg Division counter, by Date: T Contractor, design o T as advised of the above required data by ❑ phone,pinail, ❑ Building Division counter, by Date:(j/ Contractor, designer, wner w 'sed of the above required data byNphone, ❑ mail, ❑ Building Division counter, by Date: �( Plans reviewed by: Date: _ /.,aj Plans approved by: no Date: Sets of plans on hol m Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of IYevelopment Services, Building Division. 1 E.H. USE ONLY Plot Plan Attached Floor Plan Acta hods Sant to B.O. TO: Building Department FROM: Environmental Health r. 0� SUBJECT: Sanitation Clearance 0 V �' % C(: 6 U(b C) 1' 6-- caner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public �/ Private Well Clearance for-drovetti Other �1sz U o iu_ (1-bolJ 10 MAck i f:d&1rjLSQ lovillAIPM5 Dveviotol/ C-QMCfr(c-)�4 4 -e3 Y, Hold final for: v r u- / Environmental Realtopecialist 8/96 azd Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDUL , PF FEES DUE c //L/ A.P. # o V%) OWNER PROPOSED BUILDING USE c(i(�, DATE�� RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due .... :........... $ ,-L_ o 0 'aZ'U -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ l I r 2. SCHOOL DISTRICT FEES DM UIrL (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ lZ' O° U Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 3-76_,06 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES jk.510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK �40 $89.00 (paid at Building Division) ./ 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking rocess. APPLICANT DATE S J O o Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) dm, . ( BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District royF m n �� Building Department No. A.P. Number Qlv :'�l3a-4f3 / Jurisdiction: CityEif County Property Owner br Property Location/Address�(O 0,4n � Gh � , , �r�V (� 67� `& I64 Subdivision Lot No. den ..................... Res at Developmerrt ' Sq. Footage V No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit #IV '(No foundation inspesti n)•`_ ....................................................................................................3 oyr p //,� _ CommerciaVIndustrial � Sq. Footage / S -6d, New Addition (Inclbding Exterior Roofed Areas) %AA (Floor Plans reviewed by School District Personnel) } /U ,r / f � • District Identification No. S� S L r School District certifies that 199plicantL7,,.) (Street Ac (City) has complied with the requirements of Resolution No. representing / I Od square feet. School District Representative Mm Paid by Check # / y i -2— Remarks: 9 - 4(-n .1-/i s 1 (Phone Number) (State) (Zip Code) 9 !off S by payment of $ AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020161, within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm Canyon Drive Self -Storage 16 Canyon Drive Orovi I le, CA 95966 (530) 589-5625 (530) 589-2493 FAX Butte County Public Works Land Department, June I, 2001 Canyon Drive Self -Storage is applying for a building permit for Phase II of our development. By the time Phase II is completed, we will have all of our drainage and ponds completed to the specification of our site and grading plan. Th k You, Rog M. Grubbs, Owner Canyon Drive Self -Storage RECEIVED JUN 0 1 2001 COLI ND OF BUTTE LAND DEVELOPMENT DIV C5-/- -5-99 / I-qG' 0'�&—i,3o 0141 043 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER V �' 1008- APN Firm Name � VJ J PZwg� Address SCJ ��V�l � 0�k� Nature of BusinessS17 Contact Person «2— Phone # 1. Does your business or that of your tennants handle, store, or transport hazardous materials? 9I<O ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? El�-K10 ❑ YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? U -MO ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? ®-NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative � Y � (Signature (Date) BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHP Signature BCAPCD Signature Date Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. .1 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Non -Residential Buildings Energy Conservation Standards Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings Please print clear and legible! Owner's Name: i _ Ge\2 G X46 Date: Assessor Parcel Number: 0 �� — �© "-� Building Permit Number: 0 ( -1 OO $ Occupancy of Building: I hereby certify that I do riot intend to heat or cool this building in such a manner as to be subject to other than the mandatory sections of the State Energy Requirements. I understand that if I do heat or cool this building in the future, that I will be subject to the energy requirements in effect at that time. I understand that if I change the use or occupancy of this building in the future, that I will be subject to the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary to redesign and/or alter any of the following: 1. The building envelope. 2. The insulation requirements of the heating, ventilation, and air conditioning systems. 3. The heating, ventilating, and air conditioning equipment. 4. The water heating system. 5. The lighting of the building to comply with the regulations. I understand that any of the above changes will require me to obtain the necessary permits, inspections, and approvals from the Butte County Building Division. Signature of the Building Owner: Mailing Address: 0 R 182W C q�166 Telephone Number: May 18, 2001 Canyon Drive Self Storage 16 Canyon Drive Oroville, CA. 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 068-130-137 Building Permit Number: 01-1008 This office reviewed and approved, building plans for the permit application referenced above. The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance of Building Permit fees. in the amount of $1,256.55. 2. Pay impact fees: 2.1. Complete and return the Butte County School Impact fee certification form. 2.2. Sheriff fees = $375.00. 3. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 4. Contact the Butte County Land Development about Improvements, Drainage, and Legal Parcel requirements. Sincerely, Glenn Gibbons ICBO Certified Plans Examiner IofI IJ 0 NON-RESIDENTIAL PLAN REVIEW GUIDE Owner: Nom (V\(,!( .57_,Jf. M.ilding Permit Number: (), j — / jQ a 6 Plans Examiner: Glenn Gibbons A. P. Number: GENERAL: Z Plans designed and wet stamped by a California licensed architect or registered engineer. 4- Complete Code Analysis provided. X Proper description of work on the application. -4' Special Inspection required for change of occupancy. i3' Zoning requirements - Planning Division approval for use and parking. Land Development approval, for improvements, drainage, and/or legal parcel. l7� Fire Marshal approval. 8' Environmental Health Department approval — ❑ Kitchen ❑ Pool ❑ H occupancy. Hazardous Materials and Emissions Questionnaire. k6. Building permit valuation. Existing violations on the property - Recorded notice of violation. ` 2 National Flood Insurance Program section 60.3(c)(3) "Require that all new construction and substantial improvements of non-residential within Zones Al — A30, AE, and Ah on the community's FIRM (i) have the lowest floor (including basement) elevated P above the base flood level, or (ii) together with attendant utility and sanitary facilities, be designed so that below the base flood level the structure is watertight with walls substantially impermeable to the passage of water and structural components having the capability of resisting hydrostatic and hydrodynamic loads and effects of buoyancy." PLOT PLAN: k Complete parcel size and dimensions. 2!' Setbacks, side yard, easements, etc. r Other buildings or structures. 4!' Grading, fills and/or drainage. Flood hazard. §� Special conditions on Parcel Map: Noise ❑ SRA N Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. ,1' Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) OCCUPANCY REQUIREMENTS: X' Compliance with specific occupancy requirement. Mixed Occupancies Ratio (Uniform Building Code section 504.3). Occupant loads shall be determined in accordance with the requirements of UBC Chapter 10. In determining the occupant load, all portions of a building shall be presumed to occupied at the same time (UBC section 1003.2.2.2.1). ,4-- Occupancy Separations (Uniform Building Code section 302). Area Separations (Uniform Building Code section 504.6). 61- Fire walls due to location on property (Uniform Building Code section 503 and Table 5-A). A' Maximum height requirements (Uniform Building Code section506 and Table 5-B). Fire Sprinkler System (Uniform Building Code section 904). A Fire alarm system (UBC section 305.9 = E, 307.9 = H-6, 308.9 = I and 3 10. 10 = R-1). le Smoke Control (Uniform Building Code section 905).• kr Attic: Access, Draft Stop and Ventilation (Uniform Building Code section 1505). Minimum Plumbing Facilities: The total occupant load shall be determined by minimum exiting requirements. The minimum number of fixtures shall be calculated at fifty (50) percent male and fifty (50) percent female based on the total - occupant load (Uniform Plumbing Code Table 4-1). Page 1 of 2 �3 Full access to the disabled must be provided for the specific area of remodel, repair or addition. Additionally, 20% of the cost of the project must be invested in access features for the existing area of the building (Title 24). X. Commercial Kitchen Grease Hoods (Uniform Mechanical Code section's 507 & 508). e.. National Electrical Code requirements (Medical — Article 517, Assembly —518, Garages — 511, etc.). JC' Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. r< Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). W Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). � PE OF CONSTRUCTION REQUIREMENTS: Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Roof drainage (Uniform Building Code sectionl506). Parapets (Uniform Building Code section 709.4). �4! Floors and walls in water closet compartments and showers (Uniform Building Code section 807). Guardrails (Uniform Building Code section 509). Attic access and ventilation (Uniform Building Code section 1505). Skylights (Uniform Building Code section 2409 & 2603.7). ,' Stages and platforms (Uniform Building Code section 405). yf Interior Finishes-Flame Spread Classification and Maximum Flame Spread (UBC chapter 8). k� Foam plastic insulation (Uniform Building Code section 2602). Glazing in Hazardous locations (Uniform Building Code section 2406). MEANS OF EGRESS: General egress requirements: ✓)^l. The Exit Access (Uniform Building Code section 1004). �. The Exit (Uniform Building Code section 1005). I/ The Exit Discharge (Uniform Building Code 1006). .1f Number of exits (Uniform Building Code Table 10-A). Egress width requirements (Uniform Building Code Table 10-B). �4! Stairway details — landings, rise and run, head clearance, handrails (UBC section 1003.3.3 & CBC 1133B.4.5.3). Multistory buildings must provide access by accessible ramp or elevator CBC 1103B. Accessibility for existing buildings must comply with CBC 1134B. Every corridor and hallway serving an occupant load of 10 or more shall not be less than 44" in width. Corridors and hallways serving an occupant load of less than 10 shall not be less than 36" in width (CBC 1133B.3.1). ,7: Maximum travel distance to exits (Uniform Building Code section 1004.2.5.2.1 & 1004.2.5.2.2). Egress requirements based upon occupancy category (Uniform Building Code section 1007). )/ Exit signs and illumination (Uniform Building Code 1003.2.8 & 1003.2.9). 10: Floor level exit signs in Group R-1 occupancy (Uniform Building Code 1007.6.2). V. Aisles and seat spacing (Uniform Building Code section 1440.3.2). Y' Doors (Uniform Building Code section 1003.3.1). MISCELLANEOUS REQUIREMENTS: ,,Y.' Brick or stone veneer (Uniform Building Code section 1403). x Energy design compliance and supporting documentation. Special Inspection requirements (Uniform Building Code section 1701): 3.1. ❑ High Strength Bolting. 3.2. ❑ Field Welding. 3.3. ❑ Masonry (full stress). 3.4. ❑ Concrete (f c > 2500 psi). Special Certificates — Mill Certificates. Expansive soil — special foundation design required. BUILDING PERMIT REQUIREMENTS: 1. SRA. 2. Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Identify Occupancy and Construction Type on the Application and Permit. Page 2 of 2 ./AU Alan & Barbara Goudey 3250 Trevor Rd. Oroville, CA 95965 L A N D O F NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 FAX: (916) 538-7785 Re; Temporary Trailer During Construction Permit for AP# 058-670-016, Parcel located on 3250 Trevor Rd. Oroville. Dear Mr. & Mrs. Goudy, Your request for a temporary use of a travel trailer during the construction of the home located at the above referenced parcel number on property zoned FR -10 (Foothill Residential, 10 acre minimum) has been approved pursuant to Butte County Code Section 24-300, subject to the following conditions: 1. That the occupant has secured a building permit for a residence; 2. Sewage / waste water from the self-contained travel trailer must be disposed of at an approved dump station; 3. That before six (6) months have elapsed from the date of the issuance of the building permit, the occupant shall have completed the foundation, rough plumbing, framing and the roof of the proposed residence; 4. That the house must be completed within the one (1) year period and the trailer dwelling must be abandoned; 5. That a mobile home utilities and installation permit be obtained from the Butte County Department of Development Services, Building Division; 6. Applicant shall comply with all other applicable State and local statutes, ordinances, and regulations. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday, at 530-538-7601. Very truly yours, Thomas A. Parilo Director of,Develo e t Services arry Painfer Planning Technician II cc: Building Division, Department of Development Services I s rEutte Count L A N D O F N AT U RA L W EA L T H A N D BEAUTY -1; t' ' x�J� � f PLANNING DIVISION DEPARTMENT PMENT AUgust. ,999' ' 7 COUNTY CENTER DR VE - O OVILLE, CALIFORN A)CES 95965-3397 TELEPHONE: (916) 538-7601 Alan & Barbara Goudey FAX: (916) 538-7785 3250 Trevor Rd. Oroville, CA 95965 Re; Temporary Trailer During Construction Permit for AP# 058-670-016, Parcel located on 3250 Trevor Rd. Oroville. Dear Mr. & Mrs. Goudy, Your request for a temporary use of a travel trailer during the construction of the home located at the above referenced parcel number on property zoned FR -10 (Foothill Residential, 10 acre minimum) has been approved pursuant to Butte County Code Section 24-300, subject to the following conditions: That the occupant has secured a building permit for a residence; 2. Sewage / waste water from the self-contained travel trailer must be disposed of at an approved dump station; 3. That before six (6) months have elapsed from the date of the issuance of the building permit, the occupant shall have completed the foundation, rough plumbing, framing and the roof of the proposed residence; 4. That the house must be completed within the one (1) year period and the trailer dwelling must be abandoned; 5. That a mobile home utilities and installation permit be obtained from the Butte County Department of Development Services, Building Division; 6. Applicant shall comply with all other applicable State and local statutes, ordinances, and regulations. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday, at 530-538-7601. Very truly yours, Thomas A. Parilo Director of,Develo e t Services arry Painter Planning Technician II cc: Building Division, Department of Development Services 068-130-043 00-0168 GRUBBS, ROGER 16 CANYON DRIVE, OROVILLE CONTR: NORTHERN SIGNS SYSTEM ELECTRIC FOR 3 SIGNS Ic COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541440. 40. (Rev. 12/96) APPLICATION AND PERMIT 06 __9z, ASSESSOR PARCEL NUMBER 068-134-043 ZONING BU I LD I NG P ER M IT OWNER -i,a l,R TR TELEPHONE Sp, FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 403 RMOCOM SKYLINE D !, 990,66 ' CONTRACTORSNAME /�A7 NOR GN SYSTFM TELEPHONE 1-342-8927 ,M CONTRACTORS MAIUNZI ADDRESS i �� Rt n AVE-, m o¢ CONSTRUCTION LENDER --. - LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 16 CANYON DR. ORO 95966 Energy Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDNIS IONS NAME PARCEL NAP PLUMBING PERMIT Fling 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: EiFMIC FOR 3 SIGNS ( Gas piping system 1 - 5 outlets 15.00 Building sewer • 15.00 Mobile Home SG W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 00 Main Service 200A OR LESS 23.00 11 LICENSED CONTRACTOR'S DECLARATION rI?hereby affirm under penalty of perjury that I am licensed under provisions of Chapter _9T(commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �f 1 License Class �- Lfi[.�" Lic. No. /J[�' �j �.3 L/ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ [,as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. BUDS. SO 3.5¢x. NEW CONST. MULTI. OUTLET NON -REBID. @7.50 POWER APPARATUS a SINGLE OLIILET CIR. OUTLET OR FIXTURES Ex. OccupBAA p �'•� •50 Ex. Occup. OUTLETS Aa ) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 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 Cj�erformance of the work for which this permit is issued. ave 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 4z2q P L�el( 16 m Policy Nubey (The above section need`no'Tbe 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 shallTOTAL not employ any person in any manner so as to become subject to workers'HAZ. 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 fort �ly;dhh`,�.hosons. X f / Date _ Signature �of%Ap licant -- ❑ Owner ❑ Contractor ❑ Agent An OSHA Permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.By MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee S Energy Inspection Fee $ Occ CONST. TYPE 43.00 FEE ., D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE ✓ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. \ —00 Date PERMIT EXPIRES ON (Date) ReceiptNo. 288; 7S/ /.Q rul _ WHITE-D.D.S.-B. D. CANAR SSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 068 -130-043 ZONING BUILDING PERMIT tel - OWNER ROGER GRIME6 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 403 KMG= SKYLINE OROVILLE 99966 CONTRACTOR'S NAME NORTHERN I SYSTEM TELEPHONE 1342-8927 CONTRACTORS MAKING ADDRESS cONSTRUCTIONIENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Pilin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 16 CANYO 5 66 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPECIFv Each Trap 7.00 Solar or heat pump water heater 23.00 Water Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELECTRIC FOR 3 SIGNS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service loon oa 'ss 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. �r� �d �r � � L License Class �� LIC. NO. C J c-+ 7 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the erformance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier % T�i� Policy Number _ /6;:%p Z i?�'j (The above sectioeedoTb � ne completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' comp nsatio provisions of section 3700 of the Labor Code, I shall i ose provisions. X Date /— Z _ _111 ez Sig ce p Ican - ❑ Owner ❑ Contractor ❑ Agent An OSHA l5ermit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO I 46.00SO WEL200A NEW CONST. DWELLING OCCUP. U OR ADONS. ( a ACC. BLDS. SO 3.5QFT; NON N-RESIOT' MULTI.OUTLEi Qu 7.50 POWER APPARATUS 6 SINGLE OUTLET CIR. Ex, OCcu . OUTLET OR FIXTURES �� Ex. Occup. DFlUTLEEDTSA g6Ip.0EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE = LE 3.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. D. FEES IMP FLOOD COF PARCEL PD HD ISSU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. /t (� -0 ate 1pC�j Dere Receipt No.9RS]�Fq (1� WHITE B. D. CANA Y• S&F PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMI No. (Rev. 12/96) - APPLICATION AND PERMIT �f� ASSESSOR PARCEL NU J ZONING BUILDING PERMIT OWNER /1 TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNERS MAILING AD � L w T o0 -e g C¢ COM R'9 E TELEPHONE CONTRACTORS A41Wi DRESS V f •. I ,a C- � / C V ^, CONSTRUCTION LENDER , LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHRECT OR ENGINEER UCENSE Q. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGWEERS MAJUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS C A A) ' N Energy Plan Checking Fee $ 4 $ PERMIT FEE $ LOT NO. SUBMISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Reemmodddelm,❑ Utititie ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W Q20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service ao.OR LESS zooA oR LEss 23.00 3 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLINGso. OCCUP. 3.5¢ OR ADONS. ( 8 ACC. BLDS. FT. N ONS .MULTI -OUTLET NON -R610. 7.50 POWER APPAMTUS 8 SINGLE OURET 010. OLmEr OR FOCT200 1.00 EX. OCCL! URES SAL 0 ,S0 Ex. OCCU MD APPLM OR OURETS ESLD. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ s EOCCj0ONMSj;TTjYPER�LFEE D CDF PARCEL PO HD 6SUE 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 Date PERMIT EXPIRES ON Mato) APPROVED ❑ CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: ©� — oc S 8 p0 t:;, C) Date: Genera/Information AP# Owners Name: TZ D &C- 4z c7rz, U ir?�. Parcel Acreage: Owners Address: L—I 03 '�3 k"--) L9 N C , D Qzp V 1 LLL Q 5Sg 6�o Building Site Address: ) 1p c"CLgy V ojj � (- , 0T2,c�vi L,t,C-- • Prooertiv Information Permit Tyoe: ❑ Agriculture Building 9 Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential'Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well 13 Other (�N l m 1 i S—r02�ra Zone District: Date of Zoning Ordinance: General Plan: Development Agreement: Use Permit: Variance: M V A R D O— O' Parcel Is In: Land Conservation Agreement ® No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ •D2N Enterprise Zone n No ❑ Yes, check use a No _ ❑ Yes 9 /1 Floodplain Zone: ® No ❑ Yes Watershed Protection Zone Proposed Use Complies With: General Plan 9 Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Cohasset Panel Number: (3 2 5 C— ❑ Accessory Building Use Zoning Code Street & Highways Fire Prevention Subdivision Ma Front 0 Side S O Side street Rear Height Permit clearance Environmental Health Issues• Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes c Well Permit Review: Designated Well Site ❑ No ❑ YeS Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes ?arcel Created by: ❑ Deeds Date of Creation: Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ No ❑ Yes ❑ No ❑ Yes �• N ❑ Map Date of Recording: Lot: Block: Book: Page: =onditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other :eneral Comments: COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: HUPP NEON ADDRESS: 70 Loren Avenue CITY & STATE: Chico, CA 95926 DATE OF CLAIM: 05/10/2000 IMPORTANT. • SEE INSTRUCTIONS ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Refund amount previously retained. (AP 11068-130-043, BP#00-058, 59 and 60, Receipt 11285666, dated 01/12/00, owner: Roger Grubbs.) Total amount previously retained $145.00 Total amount to be retained $ 0.00 TOTAL $ 145 Oc I, the undersigned, declare under penalty of perjury that the services or articles claimed have been rfo med or deli ered, and that this claim is true and ccrrect as stated. Dated this day of , 2000, at Calif. Signatur of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or a es specifie abov ve b en performed or delivered and the there is a Budg3t Appropriation [ I or Specific Board Approval [ I (Check one) for the a Dated this li —.day of _M&, 2000, at �/.�C Calif. D artment Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 PAYABLE FROM CON RUCTION PERMITS FUND Dept. Code Exp. Code PAYABLE FROM FUND Dept Code Exp. Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. May 10, 2000 ATT: Terry Hupp Neon 70 Loren Avenue Chico, CA 95926 Dear Sir or Madam: ,butte C L A N D O F NAT U RA L W EA LT H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 RE: Request for refund (A.P. #068-130-043) Our office received your request for a refund. Please find attached a general claim form ready for signature. Please sign only where indicated and return to this office so that we may process your refund. Should you have any questions concerning this matter, please contact Alice Mefford of this office at (530)538-7541. Yours very truly, / ! Complete Neon Sign Manufacturing & Repair I Mich el C. V eira —i + Man er, Building Inspection �� • MCV:aam attachment - I 163 Commercial Ave. • (916) 345.7078 „Chico, CA 95973 Fax (916) 345-0424 Lic. *710538 1.800 -693 -NEON- j COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: HUPP NEON ADDRESS: 70 Loren Avenue CITY & STATE: Chico, CA 95926 DATE OF CLAIM: 05/10/2000 IMPORTANT.- SEE INSTRUCTIONS ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Refund amount previously retained. (AP #068-130-043, BP#00-058, 59 and 60, Receipt #285666, dated 01/12/00, owner: Roger Grubbs.) Total amount previously retained $145.00 Total amount to be retained $ 0.00 TOTAL $ 145 00 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this day of , 2000, at Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation [ j or Specific Board Approval [ 1 (Check one) for the same. Dated this day of , 2000, at Calif. Department Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 PAYABLE FROM CONSTRUCTION PERMITS FUND Dept. Code Exp. Code PAYABLE FROM FUND Dept Code Exp. Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. dip COUNTY OF BUTTE Oroville, Califomia GENERAL CLAIM CLAIMANT: HUPP NEON ADDRESS: 70 LOREN AVE. CITY & STATE: CHICO, CA 95926 DATE OF CLAIM: 02/23/00 IMPORTANT: SEE INSTRUCTIONS SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES ON REVERSE SIDE DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELA AMOUNT PERMIT NOT REQUIRED. (AP#068-130-043, BP#00-058,59 & 60, RECEIPT #285666, DATED 01 RETAIN REFUND PROCESSING FEE $ 25.00 RETAIN 3 ELECTRICAL PERMIT FILING FEES $60.00 TOTAL AMOUNT TO BE RETAINED $145.00 TOTAL AMOUNT TO BE REFUNDED $180.00 TOTAL 1 $180.100 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been pert ed, r d ivered�. d that this claim is true and correct as stated. � Dated this day of 20_, at Calif. a ant I, the undersigned, hereby certify that, to the best of my knowledge, the servi rticles s ifi ve h e been performed or delivered and that there is a Budget Appropriation I I or Specific Board Approval [ I (Check one) for the sa e. Dated this 23RD day of FEB, 20 OQat OROVILLECalif. Depament Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 PAYABL FROM CONSTRUCTION PERMITS Dept. Code Exp. Code PAYABLE FROM Det Code Ex . Code PAYABLE FROM FUND FUND FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. 7� I CLAIMANT'S NAME MAILING ADDRESS ASSESSOR PARCEL #: RECEIPT NUMBER(S) Request a refund of REFUND CLAIM APPLICATION -; e --;,4 -- ♦ham ^t-- r.fn.- fk ft ;^Il^ ... ; Please refund any applicable fees in the following categories_: (Check those. categories which you wish to have refunded.) Building Permit Fees ( ) Sheriff Fees ( ) SRA Fees (CDF Fire Planning) Disposition of Plans.- ( ) Plans returned to me at counter ( ) Urban Area Fees ( ) Please mail plans to me at above address. ( ) Please dispose of plans. SIGNATUF � DATE-- ,PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY, OTHER INFORMATION ON THAT FORM. FOR BUILDING DIVISION USE.- Receipt SE: Receipt Information: Number: CU ��6_ Date: Issued To: Amount: Fees Retained: /Processing Fee: Ve'Bldg Filing Fee: )(j $ GOC) Plbg Filing Fee:'' - $ v"Elec Filing Fee: X 3 $��y v Mech Filing Fee: $ Energy P/C Fee: $ Plan Check Fee: $ Gam" D� Inspection Fee: $ SRA Fee: $ Total Amount Retained $�p TOTAL REFUND DUE SC)o 3 ,� Ike $ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ,7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) ' APPLICATION AND PERMIT /,V` O&JTF ASSESSOR PARCEL NUMBER 068-13-0-043 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 1,000 . OWNERS MAILING ADDRESS 403 SKYLINE, GROVITLE CONTRACTORS NAME NORTUERN SIGN SYSTEM TELEPHONE 342-8927 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 25.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 16 CANYON DRIVE, nRnVTT.TF Energy Plan Checking Fee $ $ PERMIT FEE $ ' LOT NO. SUBDNSaNS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other qTGN SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK Ne%x ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SIGN/MINI STG Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service q 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 nd effect. ,I'') ' ! Lic. No. �L/ 94 3 Y License CIa 'S.00 G OW ER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I 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 3.0ormance of the work for which this permit is issued. 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 c rrier and policy number are: Carrier Main Service Zoog TO l 46.00so NEW CONST. DWELLING OCCUP. SO U OR ADDNS. ( a qcC. BLDs. 3.5¢x. =RC.°IDT MULTI -OUTLET 97.50 FOWER APPARATUS 8 SINGLE O'T. CIR. 20 @ OUTLET OR FIXTURES @ I.50 Ex. Occup. 94L � .so Ex. Occup. ..FIXEDs RAID.°_ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE = 3 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Nu er (The above sections n6ed—not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensgls'ornia, and agree that 'rf I shouldbecome subject to theworksrovi ' ns of section 3700 of the Labor Code, I shall h o Isions. X _ Date �� Signa a of Iner❑❑ Agent An OSHAcavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOT/AL FEE $ 111 00 HAZ. D. FEES IMP FLOOD CDF PAR D ISSUE This permit is hereby issued under the applicable provisions ofthe Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Da Te ReceiptNo. 285666 WFIITE•D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILL]s;.�,,�LIFORNIA 95965 - TELEPHONE (530) 538-7541 :! '- PERMIT APPLICATION DATA SHEET OWNER: U ASSESSOR PARCEL ER: C�) '� Proposed Building Use: Building Inspector: <=� e Date: _ _ � / - 0 At time of permit application, I vyis advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted .---------------------2-.--------------------------------- --------------------------- E12, ------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------ ----------------------------------------- 0 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 117. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- El10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approva from the City of Biggs. ---------------------------------------------- 0-Y1. Planning approval for (A) Use: C %46 (B) Parking: NI/} -------------------------- S L ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- 1119. ---------------------- ❑19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - ----- ------------ E124. Letter of signature authorization Cl 25. Recorded copy of Agricultural Acknowledgment Statement. --------------. =- 1126. Letter of intent on building use. --------------------------- ---------------------- 027. Manufactured Home utility clearance. ------------------------------------------- 028. Existing violations and/or expired permits. ------------------------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30. Other: Whenyouissue the permit, proses as follows 11 Mail to owner ❑ ail to contractor. � eT lephone and hold for pickup �C- o Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ A r`Pollutio Gbate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. (Rev.12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT 11-0 PERMIT NC 130- 0 DD100 BUILDING PERMIT OWWA CO a�g 644,11 A A S TEIONOME SO. FT. OCC. BUILDING VALUATION OWI611 YALOO ADORl1111 6/ o COIRRACTORItIM! ,dh�' :5 1� " ' l^� T � ' � /•� 00HTPACTORI wuNo OONBTFVJCT MLEWER u:Noors MM No ADDRM Fireplace Total Valuation = ARCNm:CT OR EMMM811 LICENSE NO' Filing Fee S 20.00 ARCWF= OR WMEzR1 MOU1.114101 ADDRESS Permit Fee Plan Checking Fee E 4r °L1LD°'OA°OaE3° Energy Plan Checking Fee i i PERMIT FEE _ Lor No susoneoNlwwe PA"CQ"'A° PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex O Mobilehom• O Other °PECIFY 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 O Reel O UdWes O Instalation Describe Work: � c O Other O Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service o0 OORR Les 23.00 - Main Service 200A To 1000A 46.00 NEW CONST. OWELINO OCCUP. 3.50M .OA OR ADONS. i ACC. ° . NOtaRESIO. • MUlTFOUnFT 97.50 i P9OwAPA 0p Ex. Occup. OUnET OR FIXTURES 200 1.00 aAL .SO Ex. Occup. untOR �sO APPI'�BIFS O.E.. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ �— MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee b mc co NST. TYPE TOTAL FEE $ l MA2. D. FEES ILLP iL000 1 COf PARCEL PO NO 165E / qY 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 PERMIT EXPIRES ON Date 1 11 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT F ASSESSOR PARCEL NUMBER 068-13-0-043 ZONING BUILDING PERMIT OWNER ROGER GRUBBS TELEPHONE SO. FT. OCC. BUILDING VALUATION 1,000 . OWNERS MAKING ADDRESS 403 SKYLINE OROVILLE CONTRACTOR'S NAME NORTHERN SIGN SYSTEMS TELEPHONE 342-8927 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 25.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS V 16 CANYON DRI, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 68.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SIGN SPECIFY Solar or heat um water heater 23.00 WaterP�P 9 I in 15.00 Each gas water heater or vent 15.00 TYPE OF WORK NewyO Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ c Describe Work: _I�'Pd/?4 -Tr$��iG Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force a d effect. � — ✓ Lic. No.I License Class � /,!,059 Z3 OWNER -BUILDER CLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the ance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insur'anIcAe Farrier and policy number are: Carrier 6�i T� ��y� Policy Number �T—M3 ZZ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in ny ma er so as to become subject to workers' compensation laws of lif nia, a gree that if I should become subject to the workers' .si s of section 3700 of the Labor Code, I shall I Compl wi e p Is' ns. ,.�-) Date — V� _ o ca - O wner ❑ Contractor ❑ Ag nt IAnHA ermit Is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO lOC 46.00 NEW CONST. DWEWNG LDSUP. WE OR ADDNS. ( a ACC. BLDS. SO 3.5¢x. T. NON -ID. MULTI.OUTLET 97,50 POWER APPARATUS a SINGLE OUTLET CIR. Zp p ,.pp Ex. Occup. OUTLET OR FIXTURES SAL. @ .50 Ex. Occup. ouTiFTs R91.OFRn 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 123 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 1 , 00 HAZ. D. FEES IMP FLOOD COP pARC0. HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANA ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 'R"JIFi. �'Ivl .'�f 1'-. o. Y ti lF' I 3 si COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIhLF%, NLIFORNIA 95965 - TELEPHONE (530) 538-7541 r PERMIT APPLICATION DATA SHEET ` _ OWNER: � �CJ � �j �j ASSESSOR PARCEL ER: r—.. Proposed Building Use:!�V,6 4LC Building Inspector: Date: — / C7 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. 1 items have been submitted:------------------------------------------------------------------------------------ ot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ omplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ E16. ----------------- ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 07. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $ --------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 1 elevation certificate. --------------------------------------------- a�nitation and plot plan approval Health Department. 015. City of Chico plumbing permit. --------------------------------------- ❑Wplanning lot plan and business license approval from the City of Biggs. ---------------------- approval for (A) Use: (B) Parking: �lA - ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). -- ❑20. Pre -inspection for required Request to Building Inspector on tractor's license information. (Number, Name Style, Classification). --- orkers' Compensation carrier and policy number. --------------------------' ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ----- ❑24. Letter of signature authorization. ------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. --------------------------------- 027. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. ------------------- 1129. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the error , ' follows C3 Mail to owner, elephone �4 Wand hold for pickup at ! ,707F Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: to sQntractor. Date: By: By: (Date) 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in 13Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 •Telephone (530) 538-7541 ��® NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 068-13-0-043 ZONING BUILDING PERMIT OWNER ROGER GRUBBS TELEPHONE SO. FT. OCC. BUILDING VALUATION 600 OWNERS MAILING ADDRESS 403 SKYLINE OROVILLE 95966 CONTRACTOR'S NAME NORTHERN SIGN SYSTEM TELEPHONE CONTRACTORS MAILING ADDRESS 1114 MANGROVE AVE, CHICO 95928 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 17.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 16 CANYON DRIVE, DROVILLE Energy Plan Checking Fee $ PERMIT FEE 08 $ ' LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SIGN SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK Nevi ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SIGN/MINI STG Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.".vo.R LfiSS 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 g� ( G �� 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I 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 ance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. insurance er and policy number are: My workers' compensation arri Carrier )Lt AJ} Main Service 200A To i000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. S. SO 3.5¢FT, NOµHESID.T. MULTI-OUTITSLET 97,50 POWER APPARATUS a SINGLE OUTLET CIR. Ex• Occu . OuTLET OR FDRURES so p 1.00 BAL. @ .50 Ex. Occup. pUMT1EETS qp ,°ERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number I ", p `;!g ZZ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of C a mi and ee that if I should become subject to the worke co tion r ion section 3700 of the Labor Code, I shall I com with o o S. X Date Z r ❑ Contractor ❑ Agent An OSHA pe it is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 1 3.00 HAZ. p, PEES IMP I FLOOD I COF PARCEL HD I ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. 285666 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT "r,q :'�",� COUNTEOF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIIj_F, C IFORNIA 95965 - TELEPHONE (530) 538-7541 s� `PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL AvIBER: (gym �"' 3 D" C) Proposed Building Use: Building Inspector: Date:�— At time of permit application, I as advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 116. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ 118. Hazardous Material Form. --------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- 0 10. Fees of $---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16 yldf plan and business license approval from the City of Biggs. ---------------------------------------------- P' 7. Planning approval for (A) Use: (", (B) Parking: A# -------------------------- S� ///z ab C]18. Contact Land Development about El Improvements, 13 Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 0 20. Pre -inspection for required Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- 030. Other: Wh ou issue the ermit process as follows ❑Mail to owner, 1 to contractor. `�uTelephone 3 b� b 7�and hold for pickup atC-.. OM ee-0 j v with inpector. Applican: /Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ ' ollutio ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. MASONRY WADS N E S W 1st Lift r 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS (1 Gypsum Board Walls Ceilinos 3 f' COMMERCIAL - 068 -130-043 ---- ---0-9--6960- MASONRY 99-6960 GRUBBS, Roger &, 16 Canyon Drive, Orovi:_- Contr: O%vncr .Y vluii storage A cC B icy, Area Property) �^C1�tn ctc i'S c,-4" o f Ct7 c._ 1st Layer 2nd Layer �•� a7°%'°'�� i �l��or iv �,''i .p V=OK O=Not OK - = Not Applicable = Not Ready COMMERCIAL Date U LOOK Plans OK except #'s Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. O.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date r and B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor-Nail,Pr6iection 19. Sinks -Floor -Grease Trap 20. Handicap-W/C-B okfng 21. Gas Pipe ,S' e & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection f2�Single Phase -T "le -Boxes & No. of Conductors -Stapled 2 uds & C.J. Eguip. Ground made up w/Meth. Fastners-Bond Gae-&-Water" Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al _29r-FirzftesMtrG6-Fixture-Conduit-6. F:1- Suspr Ce iling. 0. Service- isconnect gyp. Clearances Panels -Motors -Meth. Equip. ire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insul 35. Condensate Drain r low; Size & Grade 36. Furnance- ; Access -Comb. Air -Return Air Vent -115 outlet 37.ccess & Platform if Furnance in Attic kV.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA (Plans) OK except #'s 0. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. A Date FRAMING (Continued) 46. Hangers -Bost Caps -Anchors -Connectors �oof Shthing-Nailing-Diap.Chord Splice i rewal I-Doors-Area-Occp.-Prop. 40-*tt1LrAccess; Size & Romex Protection -Draft Stop -Ins. Baffles .6 t. -Placement -Support feel Buildings-Purlin-Girders pert Line Firewall & Openings X75. Doors -Handicap Access Srairc �Rise-Run-Landing-Fire Protection 5 erhang-Attic Vents -Rafter Outriggers • 5 mg-Nailing-Lapses-� �7 6fdcca7i^ cti n '^ ^^a Vents-Underflr. Access -Skylights-Plastic-Fire Port. - yw_ , _fling -Conn to Roof 60. ImtAati . alls Ceilings=____ -- 61. I nfAtratien-Walfs-Windows 62. Carfridors-OoeninggfjrP Pr_ oteo_ pion -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plan OK except #'s xt. Steps -Door & Sidelight Protection -Landings X64- E'ni 's -Size -Number -Placement 65. Furnace; Ven - - b. Air-Connector- arage; Above Floor-Ducts-Mec . rotection 66 _ 67. ilin -Seismic-Wires-Elec-Light & Mech. ec. Trim & Subpanel; Breaker Sizes & Labels .70 Hand 'nnp-mro1 a_v_i eLs-Fin_ Floor 71, t. &'Ext. 7 ranee -Comb. Air-Connector-P.R.V. Above Floor -Meth. Protec i 7 . Listed for Location 7 -Foam-Looked in Attic ❑ Yes 7 Guard Rails & Deck Construction -Post Caps 78 s & Craw o e or -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 77. rown-Finish 78, a Disconnect Electrical, Plumbing 79. eplace.-Clearance to Openings 8 connect, Electrical, Plumbing 81. for Elec. Trim; G.F.I. Receptacle -Underground Site -Parking -Handicap 8 sInspections B Electric AG ewer Connected -C/O to Grade -HD Approval 87._ to=Other Certificates r . ,ca a -Fire Rating Date and B-1 Date Card B-1 Date t Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) iCOUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE rCA,� O`CI1fNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r enk -L&'o9,t9 ire i A-0.%4 61?Z-w _mac' V- Date Inspector REV 10/92 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 0 V 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 q f77RM (Rev. 12/96) APPLICATION AND PERMIT l/ll�� ASSESSOR PARCEL NUMBER 068-130-043 ZONING C1 BUILDING PERMIT OWNER GRUBBS, ROGER & CHRISTINE TLI�ONF3604 SO. FT. OCC. BUILDING VALUATION 710, 0 -; OWNERS MAILING ADDRESS 403 SKYLINE BLVD., OROVILLE 9596y619805 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 281,710.00 ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 1,276.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 16 CANYON D-RTVE, OROVILIF Energy Plan Checking Fee $ PERMIT FEE t LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other MINI STORAGE SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MINI STORAGE A & B Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 000OR LESS Main Service 20 0A 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.PSING License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjurythat 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. [IrT as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. S. SO 3.5¢Fr. NEW CONST. MULTI -OUTLET .N-RFSID BFIANC, CIRCUITS97.50 E OLITLEPARIR. OWERLAPATUST d C Ex. Occup. OUTLET OR FIXTURES 20 @ ' 00 BAL Q .SO FIXED S. OR Ex. Occup. OUTLETS (RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) +Tcertify 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' compen ation provisions of section 3700 of the Labor Code, I shall orthwith c ply h those provisions. XP __ Date � Signat of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE 2 126 23 TOTAL FE $ HA2. p, F It�P !l FLOG cDF PME 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 ;76�*P PERMIT EXPIRES ON Dafe ReceiptNo. Y4q, WHITE-D.D.S.-B. CANAR ASSE SOR PINK -INSPECTOR GOLDENROD -APPLICANT ;OUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIO '1111110 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT o. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER G_ j `' I _q - o0 `C ZONING BUILDING PERMIT OWNER � Ch��s 6 TELEPHONE -� SO. FT. OCC. BUILDING VALUATION � Z � z OWNI7i MAILING DRESS �vI CONjRACTO 'S NAME COFM TELEPHONE CONTRACTOR'S MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ .2 ,C—So ARCHITECT OR ENGINEERS MAWNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS I(Qr't Energy Plan Checking Fee $ jj �✓� (% 1 L $ PERMIT FEE $ LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE ,/�,, SF ❑ Duplex ❑ Mobilehome ❑ Other � /' Ii i� 1 S SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or 15.00 TYPE OF WORK New K Addition ❑ Remodel ❑ Ulilities ❑ Installation ❑ Other ❑ �r1 �� u�l I S Describe Work:yOrA Gas piping system-utlets 15.00 Building sew 15.00 Mobile me S G W @20.00 PERMIT FEE S 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to. become subject to workers'PEESFLOOD 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 Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service YOGA To iOOOA 46.00 NEW CONST. DWELLING OCC P. OR ADDNS. ( & ACC. BLDS. s0 3.5¢Fr. N-RESD MULT., CIRCUITS OUTLET 0 POWER APPARATUS & SINGLE O Ex. Occup. G FOCTURES 20 @ 1.00 BAL- @ .w Ex. Occup.GUT�"�RES D.GEA 5.00 Tem Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventila' PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ CONST. TYPE TOT L FEE $ Z� VthceFB;,u2tte CDF PAR PO HDcompensation it is hereby issued under the applicable provisions County Code and/or Resolutions to do work indicated above for which fees have been paid. Q CJ 7 By a aa7 PERMIT EXPIRES ONS / rReceiptN.o. ?3 < 3 '� ITE•DD.S.-B.D. CA RY-ASSESS PINK-INSPEC R GOLDENROD -APPLICANT I'Z-,�cs 6s� COUNTY OF BUTTE 1 DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER K, t1 PROPOSED BUILDING USE Kok; tr t Slfv✓ 1. BUILDING PERMIT FEES -- Balance Due ................ $ / 2 7G , •sC -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ - Revised Plan Checking Fee ....... $ Q %SCHOOL DISTRICT FEES (paid at District Office) �4SHERIFF FEES (paid at Building Division) esidential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $`% Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) RA FIRE INSPECTION AND PLAN CHECK 89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # D,6a -/30 - olq � e/3 DATE r D I RECEIPT # DATE REC X7,3q-lq At time of permit application, I was advised the abov fees are required to be paid prior to issuance of the building permit. These fees may be chAtged during the plan check Nocess. A�PLICANT DATE � - (O -`t 9 Pursuant to Government Co Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) .r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District ��"� C.��%�Building Department No. A.P. Number �`/ C4Jiurisdiction: O City >< County Property Owner 0 Property Location/Ac Sub 'sion ILot No. y 161q '11 ........................................................................................�73�� Residential Development Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # IL wAJ ommercial/Industrial '(No foundation inspection); .................................................................................................................... 0,5 Sq. Footage /Z O New Addition (Including Exterior Roofed Areas) iie Date y r��Q x!4/94 (Floor Plans reviewed b School District Personnel) District Identification No. Lip �� C�..y a" �r•Je- Self- ,S}ee -.3e_ i C—k-e N, School District certifies that (Applicant) r c — 5t..).S (Street Address) (Phone Number) a V -6j l4 CO4 q s `k & 4 (City) (State) i ,(Zip Code) has complied with the requirements of Resolution No. Q7 -0k —O by payment of $ SS representing k,1, ?10S square feet. AB 2926 S FULL MITIGATION $ ,Lt_� School District Repilsentative Date Paid by Check # �� , Remarks: 1 OS ,3 1 -91 - ill _14 tC 2 Diu Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.As (10/98)dmm 1k 1--MUICYOF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: n / ./l . t�� L�� ASSESSOR PARCEL NUMBER: Proposed Building Use: 41I J,4 �d Building Inspector: Date: ,7;— /C. /9F .At time of permit application, I was advised the following data must be submitted prior to permit processing an or issuance: Date Received By ❑ 1. Ajl items have been submitted-------------------------------------------------------------------------------------- . Plot plansts, signed by the preparer of plans. ---------`------------------------------------------------- Da. Complete plans, 3/4 sets, signed by the preparer of plans. ---------------------------------- f ---a---- --- ]4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown nCYak - ------ '� ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- c❑8. Hazardous Material Form. ------------------------------------------------------------------------------------------ anufactured Home data and installation instructions including Tie Down Specifications .------------------ ! s of $ /2 ?L '------------------------------------------------------------------------------------- w . Impact fees as shown on the attached schedule. ---------------- ------- ---- ----------------------------------- alifornia Department of Forestry plan approval/fees. J -- = -- ------------------------------ 13. Flood elevation certificate. -------------------------------------------e2 I "�� _y X714. Sanitation and plot plan approval Health Department. -----------------------�� Ell 5. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs --------- �- - Planning approval for (A) Use: (B) Parking: 9-5-911 tact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. E roac en Permit for driveway (construction approval prior to occupancy). - ❑20. --------9--0 ---�--Y--9--- ---- - 9 Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Omer Bu er Verification (Given to owner ❑, Mailed to owner 0) - ______________________________________ 1124. Lett I signature authorization. -------------------------------------------------------------------------------- 025. Re drded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ , _______________ ❑30. Other: (Date) When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. elephoneI and hold for pickup at �� ffi. ❑ Del' wector.?O 42hcant: ce Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Polluqn Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbe v ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building D' ision counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buil g ivision counter; by D e: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Vallrnv (`nn., llo. +.. e. t _,r TI,,..,.1.._.—__. — n _" V r • • w January 19, 2000 Roger Grubbs 403 Skyline Blvd. Oroville, CA 95966 B E A U T Y DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH 18-B County Center Drive 411 Main Street 7 County Center Drive Oroville, CA 95965 P. O. Box 5364 Oroville, CA 95965 TEL: (916) 538-7282 Chico, CA 95927 TEL: (916) 538-7281 FAX: (9 16) 538-2165 TEL: (916) 891-2727 FAX: (916) 538-2140 FAX: (916) 895-6512 RE: Sewage system approval, Canyon Dr., AP#068-130-043 Dear Mr. Grubbs: Stu Edell of the Public Works Department has informed me that before Public Works can clear the placement of your septic system they need to have its location clearly delineated in relation to the actual road easement for Canyon Dr. Please provide them with an acceptable drawing showing these details in order that we may final your sewage disposal system installation and notify the building department that you may occupy your building. If you have any questions please contact me between 8:00 AM and 4:00 PM Monday through Friday. Yo4ol, Do Supervisor Oroville Environmental Health DF/mi CC'. Public Works Building Dept A CLEAN INDOOR AIR FNN1IRnKMAi=K1T Fr1R A HFAI THIER TOMORROW ;'� T- NOTES 1 PERMIT NO RESIDENTIAL 068-130-043 9-0576 GRUBBS, Roger 16 Canyon, Oroville Contr: Steve Orsillo New SF - 0A /op y 0,SS tU`L/r y1n SPECIAL CONDITIONS —_ SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS OFFICE COPY Address rR, i GAS Meter By Date ELECTR Meter ByIC Dat ' F. OFFICE COPY -Address � �, ELECTRIC I Meter By Date JOB FINALED (Date) Signature CHECKED BY PERMIT NO RESIDENTIAL 068-130-043 9-0576 GRUBBS, Roger 16 Canyon, Oroville Contr: Steve Orsillo New SF - 0A /op y 0,SS tU`L/r y1n SPECIAL CONDITIONS —_ SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS OFFICE COPY Address rR, i GAS Meter By Date ELECTR Meter ByIC Dat ' F. OFFICE COPY -Address � �, ELECTRIC I Meter By Date JOB FINALED (Date) Signature CHECKED BY •/ = OK 4. 0 = Not OK 1. = Not Applicable MOBILE HOMES = Not Ready 6. Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Well Clearance 8 Disconnect 2. Soils; Special MH Support Sketch 8. 3. Sewer; Location -Test -Fall -C/O -Concrete - f MISCELLANEOUS Date 4. Water; Location -Test -Easement Needed (Sketch) 1. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 2. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG 3. 7. Well Clearance 8 Disconnect 4. 8. Utility Clearance 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors Date Electric Card 13-1 Date Card B-1 Date Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 5. Drain; MH Test -Fall -Flex Connector Date 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Can. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed Date 7. Card B-1 Date Card B-1 Date 8. Card B-1 Date Card B-1 f MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 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 8-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 e <•�--' �'` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING' DIVISION 7 County Center Drive • Oroville, California 195965,9 Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) - APPLICATION AND PERMIT I CZtl 5_74 ASSESSOR PARCEL NUMBER 068-13-0-043 ZONING BUILDING PERMIT OWNER ROGER GRUBBS TELEPHONE 5893604 SO. FT. OCC. BUILDING VALUATION 467-- 26,619 OWNERS MAILING ADDRESS 403 SKYLINE OROVILLE 102,396 79,5116 CONTRACTOR'S NAME STEVE ORSILLO TELEPHONE 589-4202 1,764' CONTRACTORS MAILING ADDRESS 29 RIDGEVIEW OROVILLE CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 113,295 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20•00 Permit Fee $ 688.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 447.53 BUILDING ADDRESS Coo (.4mn Energy Plan Checking Fee $ 23.00 ! Ile PERMIT FEE $ 1,179.03 LOT NO. SUBDIVISIONS NAME - PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF LYXDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 111 7.00 77.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ❑RAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW MINI STORAGE OFFICE & CARETAKER HOU, Gas piping system 1 - 5 outlets 15.00 15. W Building sewer 15.00 15.00 F Mobile Home S I GI W 1@120.00 PERMIT FEE S 157„00 ELECTRICAL PERMIT Fling Fee 20.00 Main ServiceZOO' OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect./� / License Class �) -- Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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. O I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: h. + 1 • •*c l[ 7 Carrier `t CIO, Policy Number T ,, (The above sections need not 155 -completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ` X Date �' ' t� Signature of Applicant" - ❑ Owner ❑ Contractor ❑ Agent�- An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. ( OWELLINCI OCCUP. 3,5¢F°: 67.20 ORw CONST. MULTICo TtEr NON -REBID. @7.50 1 SINOIE OUTLET CI Ex. Occup. OUTLET OR FOcruREs 20 Q 1.00 BAL @ .SO Ex. Occu o xu'ED RSIDOEw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S j 10.20 MECHANICAL PERMIT Filing Fee 20.00 Heating Is,(Y) Cooling 0 t� 7 Hood 6.506. sn Ventilation PERMIT FEE $ /,1 5C► Mobile Home Installation Fee $ Energy Inspection Fee $ 46.0rl Occ CONST. TYPE TOTAL FEE $ t 71 HAZ,. V/ D ES IMP I FLOOD --�� ice/ I 7 PARCEL V/ PD, V/ HD�'ISSUE, Y/ 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. r � '1 , f �l ,, I'v, By l.:� ��bL ` % ,Date PERMIT EXPIRES ON' J Defe Receipt No. ;/w:»o 4jo.50 7,1 f!RR 4 . 27 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPECTO GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVEWPMENT SERVICES - BUILDING ;CCN 7 County Center Drive • Oroville, California 95965 *.telephone (530) STO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 068-13-0-043 ZONING BUILDING PERMIT OWNER ROGER GRUBBS TELEPHONE 589-3604 SO. FT. OCC. BUILDING VALUATION 41b/ 26,619 OWNERS MAILING ADDRESS 403 SKYLINE OROVILLE_ 3 79 516 CONTRACTOR'S NAME STEVE ORSILLO TELEPHONE -4202 1,764 CONTRACTORS MAILING ADDRESS 29 RIDGEVIEW OROVILLE CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 113,295 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 688.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 447.53 BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 $ 0/001 PERMIT FEE $ 1,179.03 LAT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 4XXDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 111 7.00 77.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ❑XAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW MINI STORAGE OFFICE & CARETAKER HOU Gas piping syEtem 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 RMobile Home IS I G W 920.00 PERMIT FEE $ 97.00 ELECTRICAL PERMIT Fling Fee 20.00 800V E Main Service 200A OR LESS 23.00 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`i� in`��orce nd effect. License Class �` IJ - Lic. No. � lJ� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCC P. SO OR ADONS. ( 6 ACC. BLDS. 3.50FT. 67.20 NEW CONS . MULTI.OUTLET NON-RESID. C 97.50 POWER APPARATUS aswGLE0 CIR. .00 EX. Occup. OUTLET OR FIXTURES BAL @ 1. 0 TLEEDisA ASID OE 5.00 Ex. Occup. DU- 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. I have and will maintain workers' compensation insurance, as required by Section 3700 of the LaIWr Code, for the performance of work for which this permit is issued. My workers' pensation insurSce carrier and policy number are: Carrier 22 MECHANICAL PERMIT Fling Fee 20.00 Heating i 5 -nn Cooling Hood 6.50 Ventilation PERMIT FEE $ I CM 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 Ifort.h.with comp) aftse, provisions. _ ly_ Date _ Signature of Applican - ❑Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ o c CONST. TYPE $ HAV D. FE ETOTALEE 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. fAco . %ate [�9 PERMIT EXPIRES ON 34R I Iw- Receipt No. 274538438.50// 6 a �� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECT GOLDENROD -APPLICANT COUN, T, OF BUTTE DEPARTMENT OF 11EYEWPMENT SERVICES - BUIL G DIVISION ' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNh-959. 5- TELEPHONE (9 $' 541 PERMIT APPLICATION DATA SHEE OWNER: ASSESSORPAR%U ; "'oc -3 Proposed Building Use: _ Building Inspector: Date: At time of permit application, I wa advised the following data must be submitted prior to perink processing and/or issuance: Date Received By ❑ 1. All items have been submitted.------------------------------------------------------------------------------ =----- ❑ . Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ omplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- Engineered plans, se), with wet signature on plans. All engineering must be shown on plans. -------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. --------- �tatement of Intent for Non -Heated and A/C Buildings. -------1------ 1 azardous Material Form. ----------------------------- v ------------- ❑ anufactured Ho e -data -an installation instructions including Tie Fees of $ — ------ - �'----- u� _S'- ❑ l. Impact fees as shown on the attached schedule. ! - ------f ------ `�. California Department of Forestrypr a rova ee ; 1213 lood elevation certificate. --------1'-'- --------- --- ------------------ 4 Sanitation and plot plan approval Health Department. 5: City of Chico plumbing permit. ---------------- ; --------------------- ❑ 16. lot plan and business license approval from Te City of Biggs. -------f -------------- approval for (A) Use: (B) P��ark��ing:---------------/---------- Contact Land Development about s:ements, ainage, Legal Parcel Of'� yr �-3�91 19EncroachmentPermitfordriveway (contion approval prior to occupancy). ---------------------------- 1 ❑20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ------------------- 1;L. -=------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. er of signature authorization. -------------------------------------------------------------------------------- ecorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ----- ❑28. Existing violations and/or expired permits. 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 0.Other: 04NTtAP r -n 12 a i= fl S r6 S i G N! &-gb M rZ iL When you issue the permit, process as follows ❑ Mail to owner, ❑M,.ail`to'contractor. El Telephone and hold for pickup at Applicant: _ Copy of Haz-Mat form sent ftHealth Department, ire Department, PbAir Copy of plans sent ❑ Health Department, ❑ Fire Department,❑ O s P. _ (Date) 1. Index permit application for the above items numb1 7`2 T lan Check List 2. Additional items required: i ontractor esi er, owner, was advised of the above required data by ❑ phone,Mmail, ❑Building Division counter, by,W Date: �j ontracto , 'gner owner, was advised of the above required data by ❑ phone,Xmail, ❑ Building Division counter, by Date: Contractor, designer wne was advised of the above required data by ❑ phone, ❑ mail, Building Division counter, by Date: Contractor, designer, owner, w sed of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: — Plans approved by: Date: Sets of plans on hold Plan Cabinet, 11A.P. folder. Note transfer by: Date: Yellow Copy -Department of Development Services, Building Division. , it S E.H. USE ONLY Plot Plan Attache Floor Plan Attached-� Sent to B.D.- TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 8 - C-,ac.4m-s 0,/+)q)ycy" i k�,— 6-,?, ;- 13 — ['3 Owner Location /' AP# Plan Approved for: Sewage D' al Wat r Supply: Public �/ Private Well Clearance for dwellin . Othe nFrtc-P�/ I V V I G Environmental Health Spec 8/96 ' r COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER PROPOSED BUILDING USE SCHEDULE OF FEES DUE A.P. �F� Ap 3 DATE 1. BUILDING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ........... -- Additional Fees Due ........... Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES OPn, & (paid at District Office) SHERIFF FEES (paid at Building Division) Residential ........ i x $360.00 = $Q Units Commercial (sq.ft.)... y67 x $0.03 = $ ��fao Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $ 10.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I These fees may be changedXi APPLICANT RECEIPT # DATE REC e fees are required to be paid prior to issuance of the building permit. process. DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) aHe ount L A N D O F NATURAL WEALTH A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 May 3, 1999 Steve Orsillo 29 Ridgeview Oroville, CA. 95965 Roger Grubbs Assessor Parcel Number: 068-130-043 Building Permit Number: 99-0576 This office reviewed the revised building.plans for the above referenced building. Please respond in writing to each. comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1) The one-hour fire -resistive occupancy separation does not appear to indicate the required fire -resistive construction for the walls on the first floor. Indicate what series of TJI truss joist will be used. 6�L Obtain approval from Land Development department. Complete and return the enclosed Butte County School impact fee certification form. Pheriff fees = $374.01. -13alance of permit fees = $1,115.23. Recorded copy of the Agricultural Acknowledgment Statement. Sign the new corrected Application and Permit. Additional items may be discovered when the revised drawings are received and reviewed by the Butte. County Building Division engineer. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely; Glenn Gibbons Plans Examiner April 15, 1999 Steve Orsillo 29 Ridgeview Oroville, CA. 95965 Roger Grubbs Assessor Parcel Number: 068-130-043 Building Permit Number: 99-0576 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This office reviewed the above referenced building plans. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: /Accessibility to the physically disabled must be provided throughout the first floor office area. Including the employee restroom, lunch room, counter area, office and egress path at all doors. The second floor living area must exit directly to the exterior with a minimum 3' door. This required exit cannot exit through the office area. The one-hour fire -resistive occupancy separation does not appear to indicate the required fire -resistive construction for the walls on the first floor. 4r The stairs must comply with the requirements of UBC 1006 and the glazing within 5 feet of the bottom or top of the stairs must be safety glass UBC 2406.4. (9 Indicate what series of TH truss joist will be used. Roof trusses must be reviewed by the designer of record and include the engineer's wet stamp and signature. LPG units located under the deck area must be installed as per the listing for the units. Provide listing requirements. $Plan review has been discontinued due to the above mentioned items. 0 Obtain approval from the following Butte County departments: Planning Division for use and parking. Land Development for improvements, drainage and legal parcel. Environmental Health for sanitation and plot plan approval. 0 Impact fees from the following agencies: V; Complete and return the enclosed Butte County School impact fee certification form. fBSheriff fees. oalance mplete and return the enclosed Hazardous Materials and Emissions Questionnaire. of permit fees =�' ,'a. '_ ^T. 1115, e3 14The number of parking spaces will be determined by the Planning Division and the number of disabled parking spaces are based upon the amount of parking spaces. Disabled parking spaces must be located at the main entrance. r Recorded copy of the Agricultural Acknowledgment Statement. 15 Additional items may be discovered when the revised drawings are received and reviewed by the Butte County Building Division engineer. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m. , Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner C.C. Michael Mooney _ utte C L A N D O F NATURAL WEALTH A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 April 2, 1999 Steve Orsillo 29 Ridgeview Oroville, CA. 95965 Roger Grubbs Assessor Parcel Number: 068-130-043 Building Permit Number: 99-0576 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information.. Your complete and clear responses will expedite the re -check and approval Of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Building plans must be drawn by a California licensed architect or engineer and include a complete code analysis. 2. Plan review has been discontinued due to the above mentioned item. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner r , LAND DEVELOPMENT OROVILLE / CHICO BUILDING I ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit OWNERS/�A.P. Q t!o 8 NAME 6 %�-L)13 , ��G�� NUMBER :3 O PRINT LAST NAME FIRST ' ADDRESS / LOCATION: COUNTY ZONING DESIGNATION: FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: -7 RESOLVE PROBLEMS PRIOR TO APPROVAL: 14,4<2 PARCEL CREATION BY DEEDS_ OR MAP DEED INFORMATION: DATE OF CREATION: 9Sf3 DEED REFERENCE: 1247 09 3tlpO ✓� 27 (03 LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO Thi E L o r- SNF MAP INFORMATION: o C'%20f l FIA Mwe=Jmrlx_� 01V1 7 -S) �/-�/1 N .IAII STDI G,LF G Ni rS DATE OF RECORDING: LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. 9. Connect to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. e -11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. ><21. 69& 15- rg lyc )"/off , 'o C 7-10 /V 7`�STS 22. 23. 24. 25. 26. LD 6/98 FORMS\BLDG PERMIT CLEARANCE 1tiG4s 37- 7-/¢ 4-3 /952 x/88 ��398/fez �3 /95P> /2�7oR36o5�i�6� 7 --IV fc-->�5 l j ' BUILDING PERMIT SITE PLAN CHECKLIST APN: Building Permit No.: 99 Proposed Use: SFD U MHO Res. Accessory0 Ag. Bldg. ❑ Commercial O Industrial-U..' Other: Zone District: —c-1 The Proposed Use Is: Permitted: =-�t5L Not Permitted: Requires a Minor Use Permit: Accessory Bldg. Use: General Plan: Requires a Use Permit: Requires an Administrative Permit: Parcel Created By Map? No:� Yes: Book/Page Map Conditions? No: Yes: , See reverse side Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front Side 25 Side, street Rear —13 —13 Height ---9—� Parcel in Land Conservation Agreement? No: Yes: , Check Use Parcel in North Chico Specific Plan? No .----'.< Yes: , Check NCSP Zoning Parcel in Floodplain? No: � Yes: , Zone: Panel No.: a Po 00I 7- © 82< L Parcel in Enterprise Zone? No,�_ Yes: , Check Use CommerciaUIndustrial Uses Parking Requirements: OK as shown Other: Landscaping Requirements: OK as shown Other Comments: Reviewed By: "� Date: `� CHECK • • I M • PARCEU ALLFEES TQ REPAID TO THERUHDLIVGD I/ I. / r / 1 —1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to'grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _ gallon size. _ ... . _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During conshwion, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed. The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the fencing shall be removed. _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at least 16" above the ground and the upper strand shall be no higher than 48" above the ground – _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be obtained a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish 8t: Game at 916-355-7010. _ 10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to de Planning Division. _ 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. —12. — 13 14 KAB L D(j014.FR �t 2 • BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved -without this completed form.) BUILDING PERMIT NUMBER /2-0526 APN 068- 00-0-3 Firm Name 0- i ,w Address Nature of Business %z)-, X Contact Person �� G Phone # SWR -36o 1. Does your business or that of your tennants handle, store, or transport hazardous materials? II0 0 YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? IL]�tQO � YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-W1) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? m -f-0 13 YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? ��10 ❑ YES IF YES, contact the Butte County Air Pollution C trol District (91 -891- 882) for permit requirements. Owner or Authorized Company Representative (.A - 23-ql (Signa u J (Dare) BCEHD BCAPCD ❑ The applicant has met or is meeting the applicable requirements of Section 25505, El25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. t� ► 'h c It BUTTE COUNTY SCHOOLS IMPACT FEErCERTIFICATION FORM (One form per Building) School District �/ L( Building Department No. A.P. Number �(D . �_3/� . Q y3 Jurisdiction: city County Property Owner �� G�� ), fd Q qs Property Location/Address 16 (-A /y( y a A( t� ,Q / tl g Subdivision Lot No. ................................................................................................................... Residential Development $q. Footage y -S y No of Living Mobile Home Additiont *Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): ................................................................................................................... Commercial/Industrial F—] Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date imoor rians revieweD Dy acnooi uisinci rersonneii District Identification No.�� X Ge�.k.rG7)��'_ School District certifies that �' (Applicant) (Street Address) (City) has complied with the requirements of Resolution No representing TJ square feet School District Representative Paid by Check # Remarks: q'D - V.20 (Phone Number) IZip Code) V A by payment of $ x20,66 AB 2926 S FULL MITIGATION f Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform As I10/98)dmm -J' AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 04 -Nay -1999 1999-0018977 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date: April 7, 1999 PROP TY OWNERS: ROGER. A", U. GRUBBS State of California ) County -of Butte ) On April 7, 1999 beforeme, Michelle A. Miller, Notary Public personally appeared Roger M. Grubbs personalh known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. MICHELLE A. MILLER Commbslon 111 1 7 84 1 4 Mfr CPS1 Notary PubOc SignatureZ&-'&a. Seal: Butte County, Callomb My Commkslon Exp. APR. 3, 20029 n1_n _ wr•^ UW2 f 17V- V1'T 4 U'f_1> DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: . PARCEL I: A PORTION OF LOT 47, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF OROVILLE-WYANDOTTE FRUIT LANDS UNIT NO. 2", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 7, 1927, IN BOOK 11 OF MAPS, AT' PAGE (S) 11 AND 12, AND ALSO A PORTION OF LOT 52, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF OROVILLE-WYANDOTTE FRUIT LANDS UNIT NO. 311, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF- CALIFORNIA, ON OCTOBER 10, 1927, IN BOOK 11 OF MAPS, AT PAGE(S) 19 AND 20,. WHICH PORTIONS ARE. MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHERLY LINE OF SAID LOT 52, WHICH POINT IS DISTANT SOUTHWESTERLY, MEASURED ALONG SAID SOUTHERLY LINE, A DISTANCE OF 140.09 FEET FROM THE SOUTHEAST CORNER OF SAID LOT 52; THENCE ALONG SAID SOUTHERLY LINE SOUTH 58 DEG. 56' WEST, 326.88 FEET TO THE SOUTHWEST CORNER OF SAID LOT 52; THENCE NORTH ALONG THE WEST LINE OF SAID LOTS 52 AND 47, A DISTANCE OF 648.36 FEET; THENCE EAST 280 FEET; THENCE SOUTHERLY IN A STRAIGHT LINE, 479.67 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM ALL THAT PORTION DESCRIBED IN THE DEED TO THE COUNTY OF BUTTE, -RECORDED APRIL 4, 1957, IN BOOK 820, PAGE 197, OFFICIAL RECORDS. PARCEL II: A PORTION OF IAT 47, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF OROVILLE-WYANDOTTE FRUIT LANDS UNIT NO. 2", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 7, 1927, IN.BOOK 11 OF MAPS, AT PAGE(S) 11 AND 12, AND PART OF LOT 52, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF OROVILLE-WYANDOTTE FRUIT LANDS UNIT NO. 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 10, 1927, IN BOOK 11 OF MAPS, AT PAGE(S) 19 AND 20, WHICH PORTIONS ARE MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED DESCRIPTION - CONTINUED PARCEL II: CONTINUED COMMENCING AT THE SOUTHEAST CORNER OF LOT 52, OROVI LLE -WYANDOTTE FRUIT LANDS UNIT NO. 3, ON THE NORTHERLY LINE OF OROVILLE-QUINCY ROAD; THENCE SOUTH 58 DEG. 56' WEST, ON SOUTHERLY LINE OF'LOT'52, A DISTANCE OF 140.09 FEET TO THE SOUTHEAST CORNER OF A PARCEL OF LAND DESCRIBED IN A DEED RECORDED IN BOOK 386 OF OFFICIAL RECORDS, AT PAGE 181; THENCE ALONG THE EASTERLY LINE THEREOF NORTH 479.68 FEET TO'A POINT IN THE SOUTH LINE OF A PARCEL OF LAND DESCRIBED IN DEED RECORDED IN BOOK 78 OF OFFICIAL RECORDS, AT PAGE 238; THENCE EAST 150 FEET TO CENTERLINE OF CANYON DRIVE; THENCE ON EASTERLY LINE OF LOT 47 IN CENTERLINE OF CANYON DRIVE SOUTH 381.53 FEET; THENCE SOUTH 89 DEG. 00" WEST, ON SOUTHERLY LINE OF LOT 47, A DISTANCE OF 30 FEET TO THE NORTHEAST CORNER OF LOT 52, THENCE SOUTH 25.34 FEET TO POINT OF COMMENCEMENT. EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE COUNTY OF BUTTE, BY DEED RECORDED AUGUST 5, 1957, IN BOOK 820, PAGE 318, OFFICIAL RECORDS. COMMERCI7 PLAN CHECKING GVIA (19 94) U. B. C. OWNER: .13 LI S B U>zDING PERMIT NUMBER:. -o.S 7a PLAN CHECKER: AP. NUMBER: r ?o -fo C(.3 A. NERAL: Zoning requiremen Plannin pproval. .2! Valuation. �- Plans signed by an engineer or architect. 40^ Proper description or work on application. Existing violations on property. Items on data sheet (W.C., fees, ee etappro�vaFr se Law, etc.). Improvements or drainage Land Develo B. PLOT PLAN.• �- Complete parcel size and dimensions. Y. Setbacks, sideyards, easements, etc. 317, Other buildings or structures. Grading, fills, drainage. Flood hazard Special conditions on creation map (noise, C.D.F., sprinklers, foundations, etc. F.A.U. & F.A.S. road set back Building or utilities across lot lin (Lot ger . C-OCCUPANCY REQUIREMENTS. Building use: - W t N( S 7'o MGL OFE C L AIN L fy f."J6 k 2Cd Occupancy Group: F k-3 Type of Construction:VM Building floor area: T66 £ACM OccupantLoad: = p0 3 '3 13 Basic allowable floor area: UAUmcf-f,,yg.. Total allowable floor area: 8 00c-B Basis for increase: 't4 A Compliance with Specific occupancy requirement. Occupancy separations (Section 302). Area separations (Section 504.6). .d' Firewalls due to location on property (Section 503). e' Maximum height requirements (Section 506). Draft stops (Section 1505). Ventilation and special hazards requirements (Section 3). AK Automatic fire sprinkler system (Section 904). Fire alarm systems (Section 310.10). .4tS Mechanical code requirements (Grease hood w/fire sprinkler system - Section 507). ,lei. Environmental Health Review - (a) Restaurant Act, (b) Commercial Pool, (c) H Occupancies. let Smoke detection system. Wr ' C.D.F. or State Fire Marshal plan review. X4. Electrical Code_Requirements (Medical - Article 517, Assembly - Article 518, etc.). —cal rvsi'�l D ilitY Requirementsjjitic 24). ,1'6: Wholesale Food Manufacturing (Plans to state DFIS/FDB). D. TYPE OF CONSTRUCTION REQ UIREMENT.S: IV Roufcovering requirements (Section 1503). ?? Parapet walls (Section 709.4). Toilet room floors and walls (Section 807). .4 Guardrails (Section 509). April 1996 3.4 April 1996 3.5 Detailed type�onstruction requirements,, • .B! Proper roofpucn ror roof covering (Section 1507 & 1508). A. Attic access and ventiiation (Section 1505). ,97 Roof drainage (Section 1506). 0: Skylights Section (2-109 & 2603). 46 Stages and platforms (Section 405). Interior wall and ceiling finish SeSection 801). - e resisiiverequirements. �floor, ceiling; penetrations (Section 702). 1 Wall and ceiling covering installation (Section 2500). ® Glass, glazing, Human Impact - Safety Glazing (Section 713.9 & 2406). 1 Foam Plastic (Section 1715). E- YTAIRS, EXITS AND OCCUPANT LOADS: General Exit Requirements Section J 001.4 & 1006.3). Number of exits, width anoca Section 1003). Doors (Section 1004). s Corridors and exterior exit balconies (Section 1005). Stairways, rise and run, width, winders, and construction (Section 1006). Horizontal exit (Section 1008). Exit and smoke proof enclosures (Section 1009). Exit signs and illuminations (Section 1013). A. Aisles and seating fiction 1014 & 1015. xits for occup cy groups (Sections 1016 - 1019). lbor level exit signs (Title 24 & Section 1013). F. MISCELLANEOUS REQUIREMENTS: Ir Masonry chimney (Section 3102). °£ T Veneer (Section 1403). Special Inspection per U.B.C. Section 1701). a. High Strength Bolting. b. Field Welding. C. Masonn (full stress). d. Concrete (f'c>2500psi). Special Certifications - Mill Certificates. ,41 Expansive soil - Special design. 6" Cut/Fill slopes, compaction tests, grading. / Noise requirements (Planning, Appendix (Section 1208). qyt' Weld electrode, %velder certificate. G. ENGINEERING REQ UIRLUENTS. Complete calculations, correct design criteria. Complete shear transfer details, roof to foundation. X Complete structural material specifications. .4� Shear wall anchorage based upon wall shear. Roof diaphragm chord, collector, drag struts. Combined tension and shear @ steel RF anchor bolts. V 7. Braced roof and wall bays. H. OTHER: April 1996 3.5 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 4140, Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If have any questions• pertaining to this matter, or need additional explanation, please ont this office immediately. l t�,�J1/� 1W / REV 10/92 i t 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA o (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 1 / A COUNTY OF BUTTE BUILDING DIVISION y` DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 t _ 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please/contact this office immediately. f' a 44--�� L Date �•� Inspector REV 10/92 .:.-."_ +r`-,;,--+t„y�.....r+-.- �.11"',✓"T'^^..F�.."-.r.�l��..-�_��.� - I � r - r n� -r .. ...'�..� �.w .✓-..-++-'_'.'-'- `� •F+` l • COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE s bS 7 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertainin to this matter, or need additional explanation, please contact this office immediately. Date 2-/4751 Inspector REV 1.0/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. A At> �!S7 GC Li Date Inspector REV 10/92 S • COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Date !� i ! Inspector ✓ l REV 10/92 LOERKE INSULATION CO., INC. g&INSULATION CERTIFICATE Canyon @ Olive Hwy. Oroville Number and StreetCity Lot Number County Subdivision DESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness (inches) Thermal Resistance (R-Value) 2. CEILING Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) 10.25" Thermal Resistance (R-Value) R30 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed wei ht/ft s .500 I . g q• b � Minimum Thickness 13" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R30 - 3. EXTERIOR WALL Material Fiberglass Batts Brand Name Johns Ma ville Thickness (inches) 3.511/6.5" Thermal Resistance (R-Value) R13/R19 4. RAISED FLOOR Material Fiberglass Batts Brand Name Johnville Thickness (inches) 6.5" Thermal Resistance (R-Value) R19 5. SLAB FLOOR / PERIMETER Material Brand Name Thickness Thermal Resistance (R-Value) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name Thickness (inches) Thermal Resistance (R-Value) DECLARATION 1 hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficient Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated the Certificate on of compliance, where applicable. C.L.#499150 ty,� LOERKE INSULATION CO., INC. Item #s STOTiature, Date OCT 2 8 1999 Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Item #s Signature, Date Installing ubcontractor_ (Co. Name) Or General Contractor (Co. Name) Or Q)wner Item #s Signature, Date Installing Subcontractor_ (Co. Name)) Or Name General Contractor (Co. Name)'Or r COMMERCIAL ��.. MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS (Occupancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls ,Ceilings a 068-130-043 99-0961"'* GRUBBS, Roger & Christine 16 Canyon Drive, Oroville ; Contr: Owner Mini storage E (�--011�� Db -o • �� /I% wi z. Ic--,57 � iZ/z,ls9 V=OK O = Not OK = Not Applicable = Not Ready COMMERCIAL Date ERFLOOR Plans OK except #'s 1. oning-Setbacks- Ease ments-Flood-Slope-Soil Report 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Stomps -Embedment -Hair Pins 4. Concrete -PSI -g --SP. insp.-Loc. 5. Stemwall ain; Steel -Bloc kouts-Wrapped 6. Re' . Steel -Grade -Placement 7 lab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Handicap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -901 -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. H. V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. GI am cert. -Placement -Support Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. pl od on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Wall -Ceiling 61. Infiltration -Walls- ows 62. Corridors -Openings -Fire Protection -Framing Date and B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s fi3 E -t S4eps_2nor & Sidelight Protection -Landings sd,� mber-Placement 65. Furnace* V�eots-Clearance-Comb. Air-Connector- n- nGGarage; Above Floor-Ducts-Mech. Protection r_". 9pn Me 9 Placement -Test ena eiling-Seismic-Wires-Elec-Light & Mech. Floc Trim A Subpanel; Breaker Sizes & Labels airsai s 70. Handic -Door evers-Fin. Floor 7 -r. -$icy vaiiccs-v'r Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. ove oor-Mech. Protection •- 8. F11b., E4ee. a Mech. Equip. Listed for Location am -Looked in Attic ❑ Yes �5_.6derd-Reifs& Deck Construction -Post Caps �rSwl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor O Yes - -Finish onnect, Electrical, Plumbing ,Reelo Plbg.-Appliance-Fireplace.-Clearance to nect, Electrical, Plumbing "Venor ec. G.F.I. Receptacle -Underground r82 -A e- arking-Handicap 8 m Previous Inspections Tagged; Gas -Electric nnected-C/O to Grade -HD Approval n7 Fngxy __Compliance Certificate -Other Certificates Za_&;,o ag-Cer-tificate-Fire Rating Date /u and B- Date Card B-1 Dat Tt 'Card Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 65965 - Telephone (916) 538-7541P ER (Rev. 12/96) APPLICATION AND PERMIT �92_1eA ASSESSOR PARCEL NUMBER 068-130-043 ZONING CI BUILDINGPERMIT OWNER GRUBBS, ROGER & CHRISTINE TELEPHONE 589-3604 SO. FT. OCC. BUILDING VALUATION 6500 143000 OWNER'S MAILING ADDRESS 403 SKYLINE BLVD., OROVILLE 95966 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 143000 ARCHITECT OR ENGINEER UCENSE NO. Film Fee $ 20.00 Permit Fee $ 780.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 513-90 BUILDINGADDRESS 16 CANYON DRIVE OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other MINI STORAGE SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MINI STORAGE '"E'L Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoos oa mss 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.d 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. M--t'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. DWELLING OCCUP. OR ADDNS. ( a Acc. BLDs. 3.5QsaSO . rNiON•AEDSID. MAUNL ICU11TCU @7,50 OWER APPARATUS PSINGLE OUTLET CIR. Ex. Occu oLnLFroRFaruREs 20@'�0° BAL p ,50 Ex. Occup. OUTLEETS RES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) [-1-certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the wo ars' compensation provisions of section 3700 of the Labor Code, I shall fo with comply wi ose pr isi ns. �^ r® X _ Date _ Signature Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA pe it is required for excavations over 5'0" deep and demolition or construction2� structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 1323.50 =.A.FEES IMP FLOOD CDF PARCEL PD HD ISSU This permit is hereby issued under of*Bufteunty Code and/or infor which fees have B PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. _��of Date _ 7� 7-3 -?30a:�) Date Receipt No. 264923/523.50 0 WHITE-D.D.S.-B.D. CANARY-ASSE SDR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - R'tMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION I' Q 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT O (Rev.1M6) - APPLICATION AND PERMIT - �9( /�0 —0 ,�!5 DD1NO�/_ BUILDING PERMIT r OWMA-71ea S TZLe't'0Na SO. FT. OCC. BUILDING VALUATION j OWMM's YAIUM AoORaa ®� Q o o ,- 00NTR4CTOWa NMS! TELAPMNe CONTMCTM1 YALD O ADORcaa co1ArINUCTtON UDeat 11000l 1AKM ADo"eas Fireplace Total Valuation = ARCHrMCT OR EMNM uCEme Na Folina Fee i 20.00 ARCH"eT 0R nwtwmts WWNo ADOREae Permit Fee i D e G d Plan Checking Fee i 0 sutt,DnoADOReaa l i D � � � �P � Energy Plan Checking Fee i i PERMIT FEE $ 2 3 torNo. sueaveoYlYwe 1114=111 PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF O Duplex O MobBehome O Other aPWVV Each Trap 1 7.00 Solar or heat pump water heater 1 23. Water piping15.00 Each as water heater ent 15.00 Now O Addition O Describe Work:SCJ/ TYPE OF WORK Remodel O UB�I&* O Installation O Other O !r S a• c c, .��- Gas piping,TA-'-s outlets 15.00 Building aew 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 Main Service = ooN 23.00 /l fn �� / / 11 / J v f l .v f A� ^�lBy 4-;; Main Service xon To IOOOA 46.00 NEW COWT. owEltea OCCUt•. 3. SO ja OilADONa. a AOf.. etDa. YUITFO{R1tT NOKR®ID. • .50 POW61 MVI11MT1J• as Ex. Occup. otrnrr m a 1.00 50 eti .w Ex. Occup. p. 1014, 5.00 Tem ore ervice 23.00 Mobile Hi6me Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 8.50 Ventilation PERMIT FEt: ! Mobile Home Installatlon Fee $ Energy Inspection Fee $ occ CONST. TY°e TOTAL FEE $132— Naz o. rEo 'upacoo eor vwtca vD w asuc 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. OeteReceiptNo.-2 PERMIT EXPIRES ON -Z `--n 2, C WHIiE.n n e _e n ---._ .. gee .....,. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER t�(f- C t,1l 5 A.P.# PROPOSED BUILDING USE {21,; .�tt ��r - ,6%%9 . DATE a _1�LJII.DING PERMIT FEES - anceDue............... -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ Revised Plan Checking Fee ....... $ goo . c HOOL DISTRICT FEES t/1y2 (paid'at District Office) RIFF FEES (paid at Building Division) idential ........ x $360.00 = $ Commercial (sq.ft.)... S x $0_03 = $�� q.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x - _ $ #Units Amt. Commercial (sq -ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTIONI AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER RECEIPT # DATE REC i At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan chec 'ng process. 4—PPLICANT DATE �^ t Pursuant to Government C e Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) +e s ti , 8'. TY OF BUTTE -DEPARTMENT OF DEVELOPIWENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 Gly' ?AEaIT APPLICATIA-DATA SHEET OWNER: ,Q `z' t��T"� t ASSESSOR PARCEL NUMBER: a _ i 3 y c> / �r 4/�3 Proposed Building Use. 3g&� ,� S (, Building Inspector:, Date: S //d /7 At time of permit application, I was advised the following data must be submitted prior to permit p sing and/or issuance: Date Received By ❑ 1. All items have been submitted.------------------------------------------------------------------------------------- ❑2.-P(ot p s, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer"Xplans. ---------------------------------------------------=- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 07. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 08-�Hazacd'ousWaterial Form. ------------------------------------------------------------------------------------------ anuPactured Home data and installation instructions including Tie Down Specifications --------------- e ------------------ _ ees-of $ eco �` —------------------------------------------------------------------------------------- — � ,, pact fes as shown on the attached schedule. ----------------------------------------------------------------- California Department of Forestry plan approval/fees. --«------------------------------ 8 �`/� /----------- ---- ❑ 13. Flood elevation certificate. --------- 70�------------------------------- --------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. -------------------- ---------------------- El 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --------------------------------------------- Planning approval for (A) Use: (B) Parking: _________ __ _ _ Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel ---- �-- - ---- Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 1124. Letter of signature authorization. ------------------------------ 025. Recorded copy of Agricultural Acknowledgment Statement. 1126. Letter of intent on building use. --------------------------------. ❑27. Manufactured Home utility clearance. ---------------------= 028. Existing violations and/or expired permits. -------`--`--________ 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- ❑30. other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. O'Telephones9 Fx'..3 9 04-( and hold for pickup at office. ❑ D 1 ver w` spector. KAPPlicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollu i n Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: (Date) .S -'t rqo 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divisio counter; by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building i n counter, by Dat Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: �l_ ..'�"i�—n.t.�.fw-��i.t�'�`��^i..-_r�../.✓`rtivj�..it��:..,..r{�a+Y... ".rF .��.r^�e+.-r•�r».Y�_..M•.. ... „r+.��.. v�.. ,..r . . .�.,� ..,. �—^".., r v�� .... .. _ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District alww/,C� building Department No. A.P. Number Property Owner Property Location/Ac Subdivision Jurisdiction: O CityCounty Lot No. Residential Development .................................................................................................................... Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to R) Units Installation �(Grooup Conversion Permit # pCj '(No foundation inspection)' ......................................................................................... ��!ag� Commercial/Industrial Sq. Foo New Addition (Including Exterior Roofed Areas) Building Department Repr&eKative Date moor mans reviewea Dy acnooi uistnct rersonnel) ' District Identification No. 1 L� 9 C.K[n 4t.2n C2uv_ School District certifies that lU (Applicant) . (Street Address) (Phone Number) V� (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing 1 r-yV square feet. School `District Represen Paid by Check # % Remarks: od 7-76 (� � by payment of $ AB 2926 $ FULL MITIGATION E 76 Date 9 7 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District; in compliance with Government Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency,that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.x1s (10/98)dmm MASONRY WALLS N E S W '1st Lift 2nd Lift 3rd Lift 4th Lift ' 5th Lift 6th Lift FIRE WALLS Occupancy, Area Propert Gypsum Board 4 1 sk Layer I 2nd Layer Walls (c 9 - Ceilin s 11 1 Y T �^ COMMERCIAL 068-130-043 99-0961 t GRUBBS, Roger & Christine 16 Canyon Drive, Oroville Contr: Owner X Mini storage C & D q —0 - -- -s �s C -70d A.)0T�� L. V=OK O = Not OK - = Not Applicable COMM E = Not Ready to UNDERFLOOR (Plans) OK except #'s Vol'. Z ing-Setbacks-Easements-Flood-Slope-Soil Report . Ftg., ai oils-Ufer Ground.-Ftg. Depth 4d Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemw 's, Main; Steel -Bloc kouts-Wrapped Steel -Grade -Placement lab; Steel -Wrapped -Wire Mesh`ca % 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe;,Test-Anchor-Regulator-Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combust' Air -Baffle 17. Water Pipe; Test & Anchor ail Protection 18. D.W.V.; Test -Fittings nchor-Nail Protection 19. Sinks-Floor-GLpa4 Trap 20. Handicap- /C -Backing 21. Gas e; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors-Stapjpd 25. Romex Installed Close to Edge tads & C.J. 26. Equip. Ground made up w/ h. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Co r Coded 28. Subfeed Wire Sized Zoe. Cu or AI-A.C. Wire Size / / ga. Cu or Al V/ 29. Fire Resistive-Fdure-Conduit-G.F.I.-Susp. Ceiling 30. Service-Ris Conductors & Ground -Main Disconnect 31. Equip. P arances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insul tion _ 35. Condensate Drain & Overfl ; Size & Grade 36. Furnance-Vent; Access- omb. Air -Return Air Vent -115 outlet 37. Attic Access & Plat!94'm if Furnance in Attic 38. H. V.A.C.-Ventila ' n -Roof Access 39. Smoke & Fir ampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. (NOTE: An entry must be made each RCIAL Date FRAMING (Continued) 46. Hangers -Post Caps-Anchors-Connectors-- 47. aps-Anchors-Connectors47. Roof Shthing-Nailing -Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu-Larp.cert.-Placement-Support j51 Buildings-Purlin-Girders Property Line Firewall & Openings �53E Dnors Handicap Access 54: Stair-qL A doh-Headroom-Rise-Run-Landino-Fire Protection on Roof Overhang -Attic Vents -Rafter Outriggers ailing Veneer Tff§fi7D-rTp)Screed-Fd. Vents-Underflr. Access Mea- ass Protection -Skylights -Plastic -Fire Port. aZfs -Pfy 6oA-.. lailinq-Conn to Roof 60. Insulation-Walls&eilings.,e 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date B-1 Date Card B-1 Date CJrd B-1 Date Card B-1 Date INAL (Plans) OK except #'s 63. Ext. -Steps- & Sidelight Protection -Landings .64. Exits -Size -Number -Placement 65 - -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66.,Sp ' rF+Mtt s- I� ac�emei t -Test eismic-Wires-Elec-Light & Mech. ec. Trim & Subpane ; reaker Sizes & Labels s 70. Handica - oon evers-Fin. Floor v e s at Wood Panel; Int. & Ext. 7 r.; ents-Clearance-Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 7 c. Mech. Equip. Listed for Location 74 -Foam -Looked in Attic ❑ Yes 7 ck Construction -Post Caps 7 . Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 7 78 e� A Q�� Electrical, Plumbing 79. oo ; Plbg.-Appliance-Fireplace.-Clearance to Openings 8 ctrical, Plumbing 81; .F.l. Receptacle -Underground - andicap n3 rl �� rz=^��*•^^ ijQ�e�reCttonsfrom Previous Inspections 8 . - eters Tagged; Gas -Electric r ewer Connected -C/O to Grade -HD Approval nce Certificate -Other Certificates 8 .tate-Fire Rating Date B-1 Date Card B-1 Date C rd B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy :ime you visit the job site) COUNTY OF BUTTE- DEPARTMENT OF DEVELQLPMENT SERVICES -BUILDING DIVISION S 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PER IT N (Rev. 12/96) APPLICATION AND PERMIT q�'-�3 i AS SESSON PARCEL NUMBER 068-130-043 ZONING C1 B U I LD I NG P ER M IT OWNER GRUBBS, ROGER & CHRISTINE TTTS604 SO. FT. OCC. BUILDING VALUATION 536800.00 OWNER'S MAILING ADDRESS 403 SKYLINE BLVD., OROVILLE 95�9�6j6 - - CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 2150.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 1397.83 BUILDING ADDRESS 16 CANYON D]RTyp., nRnyTT.T.F. Energy Plan Checking Fee $ $ PERMIT FEE $ 3568.33 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other MINI STORAGES SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MINI STORAGE C & D Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service EOOY OR LESS zooA ORLESS 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. So< -as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. BLDS. so. 3.5¢FT. NEW CONST. NON-RESID. MULTI -OUTLET qN c, ° @7.50 POWER APPARATUS 8 SINGLE OUTLET MR. Ex. Occup. OUTLET OR FocruREs SAL@'.50 Ex. Occup. OUELETS REES D,OEp 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) �rtify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the wor rs' compensatio provisi s of section 3700 of the Labor Code, I shall fo ith comply wit ose o ions. S_',O .-q X Date _ _ Signature o pplicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA per it is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occEPE TOTAL FEE $ IMP FLO CDF P1;AP � HD ISsu This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above fo hic fees hav been paid. /,,�j By Dat (� � _ PERMIT EXPIRES ON ate Receipt No. 2649231417'.50 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT M COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ` PERMIT NO (Rev.12N6) 01' APPLICATION AND PERMIT %9 now BUILDING PERMIT O"'"'" SO. FT. OCC. BUILDING VALUATION Owrer+s UNar"O ADOM9 OOIRMCTOWS INF! TvArm"a CO"TIUCTOFI7 MAL04 A000MM OOWTIRICTTO" LEMIM LAWO s FN"JIO ADOMS Fireplace Total Valustlon i ARCHRECT 011fN011lEA uca"ce "O. Firma Fee i 20.00 AACNTFCT Olt 04CMMI wW"o MOMS Permit Fee Plan CheckingFee i _ ruJ waaaADoleasg �y Of -3/ /' ` Energy Plan Cheekin Fee t �N i PERMIT FEE _ $� p . 33 uoTla. ausonsareFNFe PARCEL tlA► PLUMBING PERMIT Fling Fee 1 20.00 USEOFSTRUCTURE SF O Duplex O Wbilshome O Other aPw� Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping I5.00 Each gas water heater or v t 5.00 New O Addition O Describe Work: TYPE OF WORK Remodel O L1112d s O Installation 13 Other I] :.�� Gas pIpIng system outsets 15.00 Building sew 15.00 Mobile S I G I W Q20.00 PERMIT FEE _ ELECTRICAL PERMIT Fiang Fee 20.00 um Main Service zooA o0" LEN 23.00 ' a W ReceiptNo. :?—JznZZ, WHITF.n n e n .. --- - ------ - - - - __.. .nom. ......- Main Service 20" TO 100" 46.00 14LW COMT. OwE11W oocu►. 3.StSCL 04 A0o"a. a ACC. suss. �u�nouruR Q7. 0 I.50 EX. O U ouneT OR FDmAOm 0 GAL .0 Ex. Occu ounm ese FA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANIC PERMIT HeatinCoolinHood 8.50 Ventilation PERMIT FES t Mobile Home Installation FeeEnergy Inspection Fee«c CONST. TM� TOTAL FEE $ 3,S'6 �..3� "AZ 0. FEU w► I A=0 I COF PANct1 I Po /0 6suE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which tees have been paid. By Date �_ I PERMIT EXPIRES ON i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET r OWNER: 4e t CY b 6 S ASSESSOR PARCEL NUMBER: 06' Proposed Building Use: Building Inspector: <Date: n At time of permit application, I wa wd a the following data musme submitted prior to pe�rocessmg and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 06. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form.--------------------------------------------------------------------------------- ufactured Home data and install ti struons including Tie Down pecifications.------------------ 469 epact fees as shown on the attached schedule. 1112. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approv1 from the City of Biggs. ---------------------------------------------- Pl � g approval for (A) Use: (B) Parking: -------------------------- Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 0 20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------- 7 ------------------ ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $--------------- ❑30. Other: W7e-1 u-issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ephone ff C/ and hold for pickup at ��% office. ❑ De ' er spector. \ Applicant: Date: ., 6 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Polluti Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in 0 Plan Cabinet, 11 A.P. folder. Note transfer by: Date: COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER /�j i�4f 5 PROPOSED BUILDING USE MELDING PERMIT FEES -- Balance Due ................ $ 2 /Sa• <D -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ Revised Plan Checking Fee ....... $ 2. OOL DISTRICT FEES E I (paid at District Office) ASHERIFF FEES (paid at Building Division) sidential ........ x $360.00 = $ Units Commercial (sq.ft.)... ;z_ x $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. # 6G o 13 CU DATE J U� G RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be ch ged during the plan checkin process. 91ARPLICANT DATE Pursuant to Government Coe Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) School District A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM )�� ss�� ,� (One form per Building) 8 fL(j, rCq/YLt l�f"v'` Building Department No. O 30 01q V Jurisdiction: City County Property Location/Address Subbivision Lot No. Residential Development No of Living Mobile Units Installation Commercial/Industrial P�'6ulldi Department Representative s' 0 New Addition Lim .............................. :..................................................... .� Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit # ` rn 2 *(No foundation inspection) �VAC&E t (`� ................................................................................................................0 A� ro Sq. Footage 1 `T 00 (Including Exterior Roofed Areas) Date tmoor mans reviewea Dy acnooi uismct rersonneu District Identificabon No. School District certifies that A�n� C (Applicant) S� 2 (Street Address) !/ (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. 9 �' �9 - d T by payment of $ representing y square feet School District Paid by Check # Remarks: IAB 2926 $ FULL MITIGATION $ c+ 6/��/ t Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform ■1s 110/98) mm August 5, 1999 Mr. Roger Grubbs 403 Skyline Boulevard Oroville, CA 95966 �:... ,vette COuniU L A N D O F NAT U RA L W EA L T H A N D B E A U T Y PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 www.buttecounty.net Subject: Conditional Approval for Mini -storage Unit Fronting Canyon Drive, Assessor Parcel Number: 068-130-043 Dear Mr. Grubbs: This letter is to inform you that the installation of the above -referenced storage unit is contingent upon the approval of Minor Variance 00-01 which is now being processed by our. Department. Should this Minor Variance be denied, the storage unit must be installed clear of the required 20 -foot setback as measured from the edge of the ultimate right-of-way of Canyon Drive. As we have discussed, the installation of the cement slab foundation associated with this permit is not contingent upon approval of the Minor Variance and is allowed to encroach into the Canyon Drive setback. This letter is being provided to the Building Department and is referenced on the approval provided by the Planning Division on the Building Permit. If you should have any questions regarding this letter, please contact me at 530-538-7629. Si ely; Daniel C. Breedon Senior Planner cc: /Mike Vieira, Chief Building Official Stuart Edell, Land Development Division Doug Fogel, Environmental Health RECEIVED AUG 0 5 1999 BUTTE COUNTY BUILDING DIVISION COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 99-0962 for the following: Use Classification Mini-StorageBuidling Address or Location 16 Canyon Drive, Building E, Oroville, California Group: S-1 Occupancy: Type 2-N Construction. It is hereby certified for the occupancy described above and may be occupied. Date: 12/21/1999 By 4WF Scott Rutherford Chief Building Inspector COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 99-0961 for the following: Use Classification Mini-StorageBuidling Address or Location 16 Canyon Drive, Buildings C & D, Oroville, California Group: S-1 Occupancy: Type 2-N Construction. It is hereby certified for the occupancy described above and may be occupied. Date: 12/21/1999 By Scott Rutherford Chief Building Inspector COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 99-0576 for the following: Use Classification Mini Storage Office/Caretaker House Address or Location 16 Canyon, Oroville California Group: B/R Occupancy: Type V -N Construction. It is hereby certified for the occupancy described above and may be occupied. Date: 14 March, 2000 By Scott Rutherford Chief Building Inspector AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 1 999—Gb018977 Recorded Official Records CoB94EOf CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:53AM 04 -May -1999 REC FEE 13.00 CONFORM .00 Nikki Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT (''�� Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit." The property described herein, is adjacent to land `or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones•and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date: April 7, 1999 PROP TY OWNERS: ROGII2 GRUBBS State of California County of Butte On April 7, 1999 before me, Michelle A. Miller, Notary Public personally appeared Roger M. Grubbs personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s).whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that bj his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. MICHr-H F A MILLER Signature mi ,�LP.- Nd? -130- 0I4 4 043 Commbslon 81178414 Mfr CPS Notary Public Butte County. CaGfomb My CommlWon Exp. APR. 3, 2002 DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: . PARCEL I: A PORTION OF LOT 47, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF OROVILLE-WYANDOTTE FRUIT LANDS UNIT NO. 2", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 7, 1927, IN BOOK 11 OF MAPS, AT' PAGE (S) 11 AND 12, AND ALSO A PORTION OF LOT 52, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF OROVILLE-WYANDOTTE FRUIT LANDS UNIT NO. 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 10, 1927, IN BOOK 11 OF MAPS, AT PAGE(S) 19 AND 20,. WHICH PORTIONS ARE.MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHERLY LINE OF SAID LOT 52, WHICH POINT IS DISTANT SOUTHWESTERLY, MEASURED ALONG SAID SOUTHERLY LINE, A DISTANCE OF 140.09 FEET FROM THE SOUTHEAST CORNER OF SAID LOT 52; THENCE ALONG SAID SOUTHERLY LINE SOUTH 58 DEG. 56' WEST, 326.88 FEET TO THE SOUTHWEST CORNER OF SAID LOT 52; THENCE NORTH ALONG THE WEST LINE OF SAID LOTS 52 AND 47, A DISTANCE OF 648.36 FEET; THENCE EAST 280 FEET; THENCE SOUTHERLY IN A STRAIGHT LINE, 479.67 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM ALL THAT PORTION DESCRIBED IN THE DEED TO .THE COUNTY OF BUTTE, RECORDED APRIL 4, 1957, IN BOOK 820, .PAGE 197, OFFICIAL RECORDS. PARCEL II: A PORTION OF LOT 47, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF OROVILLE-WYANDOTTE FRUIT LANDS UNIT NO. 211, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 7, 1927, IN.BOOK 11 OF MAPS, AT PAGE(S) 11 AND 12, AND PART OF LOT 52, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF OROVILLE-WYANDOTTE FRUIT LANDS UNIT NO. 311, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 10, 1927, IN BOOK 11 OF MAPS, AT PAGE(S) 19 AND 20, WHICH PORTIONS. ARE MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED DESCRIPTION - CONTINUED PARCEL II: CONTINUED COMMENCING AT THE SOUTHEAST CORNER OF LOT 52, OROVILLE-WYANDOTTE FRUIT LANDS UNIT NO. 3, ON THE NORTHERLY LINE OF OROVILLE-QUINCY ROAD; THENCE SOUTH 58 DEG. 56' WEST, ON SOUTHERLY LINE OF-LOT'52, A DISTANCE OF 140.09 FEET TO THE SOUTHEAST CORNER OF A PARCEL OF LAND DESCRIBED IN A DEED RECORDED IN BOOK 386 OF OFFICIAL RECORDS, AT PAGE 181; THENCE ALONG THE EASTERLY LINE THEREOF NORTH 479.68 FEET TO A POINT IN THE SOUTH LINE OF A PARCEL OF LAND DESCRIBED IN DEED -RECORDED IN BOOK 78 OF OFFICIAL RECORDS,"AT PAGE 238; THENCE EAST 150 FEET TO CENTERLINE OF CANYON DRIVE; THENCE ON EASTERLY LINE OF LOT 47 IN CENTERLINE OF CANYON DRIVE SOUTH 381.53 FEET; THENCE SOUTH 89 DEG. 00' WEST, ON SOUTHERLY LINE OF LOT 47, A DISTANCE OF 30 FEET TO THE NORTHEAST CORNER OF LOT 52, THENCE SOUTH 25.34 FEET TO POINT OF COMMENCEMENT. EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE COUNTY OF BUTTE, BY DEED RECORDED AUGUST 5, 1957, IN BOOK 820, PAGE 318, OFFICIAL RECORDS. 6 ' :a CDF FIRE SAFE REQUIREMENTS AP# PERMIT # N Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be -superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building -Department for - compliance. Lk 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance - must be provide for by the land owner. Driveway Standards [ 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing -sedans and fire apparatus weighing up to 40,000. pounds. ' 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�} 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a.minimum turning �j- radius of 40 feet from the center of the road. [ 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [�. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of -1-, AP # PERMIT # NAME [�] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [�] 1. Gate entrances shall be at least two feet wider than / the roadway it serves. [�] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [y] 1. All parcels 1 acre ai,d larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 Property lines and/or the center of the road. Aa_t'41 .3 [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [ 1276:02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall ba completed prior to completion of road construction �r f'_:ial inspection of a building permit. Page 2 of 3 V, AP # PERMIT # NAME other Requirements If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] if Building Setback is mess Than 15 Feet Choose any 3 of the following: - Metal or no doors.on.side toward property line with-insuffi'- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for - compliance. [4 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards -and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [0l 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000. pounds. i 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 f Driveway Radius 1`F] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 'feet radius; 2 feet to those from 100-200 feet. [�} 2. The length of vertical_ curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 1� feet. r 1273.05 Turnarounds. If required, will have a.minimum turning �(- radius of 40 feet from the center of the road. (� 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 _3 --ossa AP # PERMIT # NAME [�] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway_ exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [Xj 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [�] 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow .a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [�] 1. All parvels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. Alv__,d .3 [ ] 2. For parcels -less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [� 1276.02 Disposal of Vegetation and Fuels. Disposal, including ( chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction -,r f__lal inspection of a building permit. Page 2 of 3 .7 AP # 9 9—vg6 e) PERMIT # other Rectuirements If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed eaves NAME [ ] if Building -Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 1_0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials RA - 1 %L Date Signature Page 3 of 3 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Narr Address Nature of Contact F BUILDING PERMIT NUMBER APN Does our business or that of your tennants handle, store, or transport hazardous materials? PO- ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? S'IT0 ❑ YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916J§ftxM for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? Z-140 ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? U-40 ❑ YES IF YES, contact the Butte County Air Pollution Co trot District (916-891-2q82) for permit requirements. Owner or Authorized Company Representative (Sign BCEHD BCAPCD ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCO 0 GOLDENROD- Fire Dept. �., t : • :r 7gt.Y iia P'. - BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Narr Address BUILDING PERMIT NUMBER APN Nature of Busine Contact Person 1. Des your business or that of your tennants handle, store, or transport hazardous materials? _o O ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? S-K'O • ❑ YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916;1 for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? M -NO ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? C -NO ❑ YES IF YES, contact the Butte County Air PollutionCo trol District (916-891-2182) for permit requirements. Owner or Authorized Company Representative O (Sign u e) (Date) BCEHD BCAPCD ❑ ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. El BCEHD Signature BCAPCD Signature Date Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. - I BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE ,,,,,w (A Building Permit cannot be approved without this completed form.) Firm Narr Address BUILDING PERMIT NUMBER APN Nature of Business r� `{ Contact Person E '� c2v` } Phone # S FIR_ -1("-o -! x 1. Does your business or that of your tennants handle, store, or transport hazardous materials? X010 ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, \ paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? �0,-❑ YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916," 3,8 X_%q10 for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? GLw0 ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? RLNO ❑ YES IF YES, contact the Butte County Air Pollution Cc trol District (916-891-2882) for permit requirements. Owner or Authorized Company Representative (Sign u el fDare) s, BCEHD BCAPCD El[:]The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. 0 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept l v _ BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE ,,,,*(A Building Permit cannot be approved without this completed form.) Firm Narr Address Nature of Contact F BUILDING PERMIT NUMBER APN 1. Does your business or that of your tennants handle, store, or transport hazardous materials? 111�O ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human I; health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, j paints,,oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? ANO:❑YES , 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916TS!8aMll1 for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? GLNO ❑ YES �IF-YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? O.NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative u ) (Date) BCEHD BCAPCD (Sign ❑ The applicant has met or is meeting the applicable requirements of Section 25505, ' 25533, and 25534 of the Health and Safety Code and the requirements_ for -a permit from the Butte County Air Pollution Control District. \ The Aboveegulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE- Building Dept 0 YELLOW -.Env. Health 0 PINK - APCD 0 GOLDENROD -Fire Dept. WHARTON & ASSOCIATES -� 601 S. MILLIKEN AVE. SUITE H ONTARIO, CA 91761. (909)605-6865 (909) 605-6870 FAX STRUCTURAL CALCULATIONS FOR GRUBBS SELF STORAGE OROVILLE, CA DESIGN LOADS (PER "94" UBC): ROOF LIVE LOAD ............ LL := 20 PSF ROOF DEAD LOAD......... DL := 2. PSF 4/28/99 i Q�pFESS/04q RONALD T. WH ON (, Z No. C 320 r^ u, m EX IRE -00 `P CMV TF OF CN EO� MAY 04 1999 WIND LOADING @80 MPI3, EXPOSURE C qs := 16.4-PSF PRESSURE Ce := 1.06 EXPOSURE BAT LS FT HORIZONTAL, > Pw := gs-Ce. 1.3 Pw = 22.599 -PSF UPLIFT --> Pu := gs.Ce•.7 Pu = 12.169 -PSF 1:12 ROOF SLOPI SEISMIC LOAD] 4 ZONE 4 . Z:=.4 1:=1.0 C:=2.75 Rw:=6 BUTTE cofjw't Z-1- C = 0.183 AbiLDINC DEPARTMENt Rw MATERIAL SPECTFICAT IONS: AODDrN STEEL ............................D --CKING: 29 GAGE GRADE "E" Fy = 80 K5I DE'(' KING: 26 GAGE AND HEAVIER GRADE D Fy=:30 KSI LIGHT GAGE STRUCTURAL, STEEL, GRADE D Fy=50 KSI CONCRETE..............:....fc = 2500 PSI (ASSUNIED MINIMUM, NO INSPECTION REQUIRED) �bZ BOLTS ..........................A-:307 QUALITY TEK SCREWS..............DARTS F3R=1,ND PER ICBG 5202. SOIL ..............................FOUNDATION DESIGN BASED ON 1000 PSF ALLOWABLE SOIL BEARIN(, II'f 1:Lfa. Cit GEOTI CHNICAL REPORT ASSUMING WORST CASE PER UBC. NOTE THE PROPOSED BUILDING FOR THESE FOUNDATIONS IS A SINGLE STORY LIGHT GAGE? \1E'1`A.I_ BUILDING. THE ROOF WEIGHS LESS TI -IAN 2 PSF AND THE SHEARWALLS ARE AT 12 FT ON CENTER TYPIC./,LI.. Y. ROOF FRAMING IS ON A 5X12 GRID THEREFORE NO LARGE ACCUMULATION OF LOADS E:MST. ATTACHED ARE CALCULATIONS FOR PERIMETER FOOTINGS AND INTTRf.OR SLAB'ON MAXR\4UM POINT LOADS OF 1440 .LBS TYPICAL. FULL. STRUCTURAL PLANS WU L FOLLOW' WI'T)-I :E' ! SUBMITTAL.. WHAIRTON AND ASSOCIATES STRUCTURAL CALCULATIONS FOR SLAB SUPPORT OF POSTS ON 5X12 GRID DESIGN LOADS: LIVE_ LOAD = LL := 20• PSF DEAD LOAD = DL := 4. PSF PURLINS ARE AT T O/C ANI) POSTS ARE AT I0' O/C. THEREFORE.... P := 5• FT. 12. FT -(DL + LL) P = 1440 -LB TYPICAL COLUMN POINT LOAD TO S.L.AE; ASSUME: 4" M0,1I1VUIv1'THICKNESS SLAB fc := 2500 Fv :42 00.2• PSI t := 4.IN '�I`I:TH: fc-=2500 PSI (NO SPECIAL INSPECTION) ALLOWABLE SOIL BEARING 1000 PSF ASB := 1000-PSF PLA'11: IS 3"X3"X14GA FIND SHEAR PLRINIFTER(3:'X3"X14GA. BASE PLATE): bo := 4 (3 +-)IN• IN bo = 28 -IN CHECK SLAB IN FLEXTURE TO SPREAD LOAD OU'r TO 1000 PSF, „- REF: AC:1 313.1-89 BUILDING CODE REQUIREMENTS FOR STRUCTURAL PLAIN CONCRETE I COLUN[N LOAD IS... P = 1440-1-13 T-- L-'------ -J-- BASE: PLATE. IS 3"X:I" A:= 9•IN2 PLAN VIEN SLAB ON GRADE IS 4" THICK, fc=2500 PSI f = 2500 LOAD FACTOR ; ----- —� / gas: ,;s c ,�. I LF ;= GCR F,18 LL.1.7 + C)L• 1.4 LF = 1.65 L AREA REQUIRED FROM SOIL CAPACITY IS... Areq :_ _ P _ Areq = 1.44 -FT2 -- t AS13 SCC110INI L:= Areq L = 14.4 -IN ANALYSIS ASSU'v1ES FUI..L DEPTH CRACK IN CONCRETE IN A L = 14.4 -IN SQUARE AND DESIGNS RI3MAINDER AS UNREINFORCED FOOTING qu := LF •ASIS qu = 1650 -PSF 12 qu Mu :- `— 2 Mu = 186.141,,IN. LB 2 IN 2 S ;= t_1•IN S = 2.667-IN3 6 fb := Ivlu IN fb = 69.803 -PSI Fb := 5•.65.4c• PSI Fb = 162.5 -PSI > fb = 69.803 -PSI CHECK PUNCRING SHEAR: Pu :- P• LF Pu = 2376 -LB vu _3.Pu. vu = 31.821 -PSI 2. bo Vu .6!3.44fc. PSl Vu = 130 -PSI > vu = 31.821 -PSI OI4: OAC WHARTON AND ASSOCIATES DESIGN LOADS: ROOF LME LOAD RLL := 20' PSF ROOF DEAD LOAD RDL := 2• PSF 'MATERIAL SPECIFICATIONS: ALLOWBRG := 1000• PSF ALLOWBRG = 1000-PSF STEEL - ry = 50 KSI BOLTS - A-307 QUALITY SCREWS - #12 TEKS SOIL - AI_LOWBRG = 1000-PSFALLOWABLE BEARINCr fc := 2500 CONCRF.'CE - 2500 PSI MINIMUM PERIMETER FOOTI�]_G DESIGN_ W:= '12' IN D:= 12' IN P:= 5'P:)F''12•FT+(RLL+RDL)•6'FT P = 1'92 ,,PI..F USE VV = 12.114 X D = 12 -IN FOOTING coNTQ ot.,fs W/(1)#4 TOP AND BOTTOM Areq:= VV'D•.0014 Areq = 0.202.1 N2 CODE MINIMUM RE'MFOR.CIT4C'- BEARINc.', : = f: BEARING= 192 -PSF < AI-LOVVBRG = 1000-PSF C*.K VV SLAB DESIGN: USE 4" SLAB W1#3 24" O/C E.W. OR FD3EF:M'E.SH -FROM: RON WHARTON 909-605-6865 0�0q,00 909-605-6870 Modified: Wed 4/14%99 10:22 AM CLIENT: PASCAL STEEL REPRESENTATIVE: MARK PROJECT: ROGER GRUBB STORAGE LOCATION: OROVILLE, CA. CONTACT: GORDON PEASE AMOUNT: $6,645. REMARKS: PREPARE FOUNDATION PLANS FIRST FOR SUBMITTAL. BWHARTON & ASSOCIATES INC. 601 S. MILLIKEN AVE. UNIT H ONTARIO, CA. 91761 909-605-6865 APRIL 14, 1999 PASCAL STEEL CORP. 204 N. EL CAMINO REAL, #E-536 ENCINITAS, CA. 92024 FAX 760-944-7755 ATTN: GORDON PEASE Wharton and Associates proposes to provide the following Engineering services on the ROGER GRUBBS SELF STORAGE, OROVILLE, CA. proposed on grading plans for the sums of $6,645.00 Structural Permit Plans: 1. Structural design and calculations 2. Foundation plans 3. Roof & framing Plans 4. Structural sections 5. Steel details including the Tower 6. Notes and material specifications 7. Engineering seal for the state of California This proposal specifically excludes. a. Permit processing and fees. b. Site plan, Grading and Utility plans, Landscape plan, Street Improvement plan, Mechanical and Electrical plans C. Revisions to floor plans/building layouts d. As built approvals e. Architectural call outs and details f. Managers office if a separate building g. Bill of material & shop drawings h. Structural observations & site visits Payment terms. 25% down upon notice to start. Additional 50% upon submittal for permit. Balance upon issuance of permit. We will draw the foundation plans first for initial submittal. I estimate the length of time to complete plans for total permit submittal to be 2-3 weeks from notice to start. Thank you for this opportunity to be of service. Sincerely, Ron Wharton P.E. Approved MIKE DePASCAL date •�; " —7s WHARTON & ASSOCIATES 601 S. MILLIKEN AVE. SUITE H ONTARIO, CA 91761 (909) 605-6865 (909) 605-6870 FAX STRUCTURAL CALCULATIONS FOR GRUBBS SELF STORAGE OROVILLE, CA DESIGN LOADS (PER "94" UBC): ROOF LIVE LOAD ............ LL := 20-PSF ROOF DEAD LOAD......... DL := 2• PSF WIND LOADING @ 80 MPH, EXPOSURE C 6/9/99 qs := 16.4-PSF PRESSURE Ce := 1.06 EXPOSURE B AT 15 FT HORIZONTAL --> Pw := gs•Ce• 1.3 Pw = 22.599 *PSF UPLIFT --> Pu := qs• Ce• .7 Pu = 12.169 -PSF SEISMIC LOADING ZONE 4 "'--Z:=.4 1:=1.0 C:=2.75 Rw:=6 Z•1•C = 0.183 Rw MATERIAL SPECIFICATIONS: STEEL ............................DECKING: 29 GAGE GRADE "E" Fy = 80 KSI DECKING: 26 GAGE AND HEAVIER GRADE D Fy=50 KSI LIGHT GAGE STRUCTURAL STEEL, GRADE D Fy=50 KSI JUN 1:12 ROOF SLOPE �v 99� CONCRETE..................fc = 2500 PSI (ASSUMED MINMUM, NO INSPECTION REQUIRED) �6lBOLTS ..............:...........A-307 QUALITY TEK SCREWS..............DARTS BRAND PER ICBO 5202. SOIL ..............................FOUNDATION DESIGN BASED ON 1000 PSF ALLOWABLE SOIL BEARING IN .UE11 OF GEOTECHNICAL REPORT ASSUMING WORST CASE PER UBC. NOTE THE PROPOSED BUILDING FOR THESE FOUNDATIONS IS A SINGLE STORY LIGHT GAGE 11,M -1 -AL BUILDING. THE ROOF WEIGHS LESS THAN 2 PSF AND THE SHEARWALLS ARE AT 12 FT ON CENTER TYPIC%LL 1.'!'. ROOF FRAMING IS ON A 5X12 GRID THEREFORE NO LARGE ACCUMULATION OF LOADS EXIST. ATTACHED ARE CALCULATIONS FOR PERIMETER FOOTINGS AND INTERIOR SLAB ON MAXIMUM POINT LOADS OF 1440 LBS TYPICAL. •f; WHARTON AND ASSOCIATES STRUCTURAL CALCULATIONS FOR 5 FT X 10 FT GRID DESIGN LOADS: LL := 20-PSF DL := 2-PSF WIND LOADING @ 80 MPH qs := 16.4-PSF. PRESSURE Ce := 1.06 EXPOSURE C AT 15 FT HORIZONTAL--> Pw := qs• Ce• 1.3 Pw = 22.599 -PSF UPLIFT --> Pu := qs- Ce• .7 Pu = 12.169 -PSF SEISMIC LOADING ZONE 4 Z:=.4 1:=1.0 C:=2.75 Rw:=6 Z•1•C = 0.183 ___kw_ MATERIAL SPECIFICATIONS: STEEL - Fy = 50 KSI BOLTS - A-307 QUALITY SCREWS - #12 TEK (UNLESS NOTED OTHERWISE) ROOF DECK DESIGN: USE 24 GAGE ULTRA DEK PER ICBO 5409 SEE ATTACHED PURLIN DESIGN: L:= 10 -FT ROOF DECK TO SPAN 5' BETWEEN PURLINS THEREFORE... W := 5• FT. (DL + LL) + 2• PLF . W = 112 -PLF Z Mr := W- (L) Mr = 1120 -FT. LB 10 SPRINKLERS, 50# DEAD, 250# LIVE M := 1450 -FT -LB PER ATTACHED COMPUTER ANALYSIS USING CONTINUITY Wu := 5. FT. (Pu — 2• PSF) — 2• PLF • Wu = 48.844 -PLF 2 Mu := Wu. L Mu = 488.44 +T• LB 10 USE 7 4" X 2 1/2" X 16 GA. PURLINS Sx := .72•CI fb := M fb = 24166.667 -PSI < Fb=30000PSI OK Sx d:= 4• IN ly := 1.12 -IN 4 11 3nnEdly Fbup := 2 Fbup = 18871.049 -PSI 0-Sx PER AISI DESIGN MANUAL fbu := Mu fbu = 8140.667 -PSI Sx DESIGN CONTINUITY SPLICE: M = 1450 SFT• LB USE 3#12 TEKS 18" APART Fbu := if( Fbup< 30 -KSI, Fbup, 30 -KSI) < Bleu = 18871.049 -PSI Ma := 622• LB - 3.1.5• FT Ma = 2799 -FT. LB POST DESIGN: P := W. 10• FT + 175• LB P = 1295 -LB USE 'C'4" X 2.5" X 16 GA. POST TO PURLIN CONNECTION DESIGN: P = 1295 -LB USE 3#12 TEKS Pa := 622-3113 Pa = 1866 -LB POST TO BASE AT CONCRETE SLAB C- WI = 0.518 OK Ma SEE ATTACHED P = 0.694 OK Pa Pup := Wu.10•FT Pup = 488.44 -LB USE (3)#12 TEKS AT BASE PLATE TO POST AND (1) 1/2" �TRUBOLT AT BASE PLATE TO SLAB Pupa := 580 -LB WITHOUT SPECIAL INSPECTION PER ICBO RN 1372 ATTACHED OK PURLIN WITH (3) #12 TEP:S 7 1' —O" 1'-0" r 0'-9 — PURLIN ------74------- ------ (3) #12 TEKS WHEN NO SPLICE OCCURS USE ONLY (3) #12 TEKS (.; POST I � r x.3"x12 GA. CLIP c� TH (3) # 12 TEKS /2"0 EXPANSION BOLT 1 1/2_ 5** MIN. EMBEDMENT POST & PURLIN CONN. 3 • WHARTON AND ASSOCIATES STRUCTURAL CALCULATIONS FOR 5 FT X 10 FT GRID DESIGN LOADS: LL := 20-PSF DL := 2. PSF WIND LOADING C 80 MPH qs := 16.4-PSF PRESSURE Ce := 1.06 EXPOSURE C AT 15 FT HORIZONTAL--> Pw := gs•Ce• 1.3 Pw = 22.599 -PSF UPLIFT --> Pu := gs•Ce..7 Pu = 12.169-PSF SEISMIC LOADING ZONE 4 Z:=.4 I:=1.0 C:=2.75 Rw:=6 Z-I•C = 0.183 Rw MATERIAL SPECIFICATIONS: STEEL - Fy = 50 KSI BOLTS - A-307 QUALITY SCREWS - #12 TEK (UNLESS NOTED OTHERWISE) ROOF DECK DESIGN: USE 24 GAGE ULTRA DEK PER ICBO 5409 SEE ATTACHED PURLIN DESIGN: L:= 12 -FT ROOF DECK TO SPAN 5' BETWEEN PURLINS THEREFORE... W := 5• FT. (DL + LL) + 2• PLF W = 112 oPLF 2 Mr := W. (L) Mr = 1612.8 -FT. LB 10 SPRINKLERS, 50# DEAD, 250# LIVE M:= 2020 -FT -LB PER ATTACHED COMPUTER ANALYSIS USING CONTIl1l.Jl1'Y Wu := 5. FT. (Pu – 2• PSF) – 2- PLF Wu = 48.844 -PLF 2 Mu := Wu.— Mu = 703.354. -FT -LB 10 USE'Z' 6" X 2 1/2" X 16 GA. PURLINS Sx := 1.23 -Cl fb := M fb = 19707.317 -PSI < Fb=30000PSI OK Sx d:= 6• IN ly := 1.12 -IN 4 n Y 3nnEd IY Fbup := I - 2 Fbup = 11506.737 -PSI L • JX PER AISI DESIGN MANUAL fbu := Mu fbu = 6861.986 -PSI Sx DESIGN CONTINUITY SPLICE: M = 2020 -FT. LB USE 3#12 TEKS 18" APART Fbu := if(Fbup< 30. KSI, Fbup, 30 -KSI) < OKU = 11506.737 -PSI Ma := 622• LB - 3.1.5• FT Ma = 2799 -FT. LB M = 0.722 OK Ma POST DESIGN: P := W. 10 -FT + 175• LB P = 1295 -LB USE 'C' 4" X 2.5" X 16 GA. POST TO PURLIN CONNECTION DESIGN: P = 1295 -LB USE 3#12 TEKS Pa := 522-3.1-13 Pa = 1866 -LB P = 0.694 Pa POST TO BASE AT CONCRETE SLAB Pup := Wu•L Pup = 586.128 -LB USE (3)#12 TEKS AT BASE PLATE TO POST AND (1) 1/2" �TRUBOLT AT BASE PLATE TO SLAB Pupa := 580• LB. 1.33 WITHOUT SPECIAL INSPECTION PER ICBO RN 1372 ATTACHED OK PURLIN WITH (3) #12 TEKS 1•-0• I'-0 j ' t 0�- I PURLIN (3) y1=• TEKS---� WHEN NO SPLICE OCCURS USE ONLY (3) y12 TEKS. POST I 1 1/2"� r G x3"x12 GA. CLIP TH(3)y12TEKS /2"0 EXPANSION BOLT i*• MIN. EMBEDMENT C-4" POST POST 8_ PURLIN CONN. SEE ATTACHED M t 5 ' WHARTON AND ASSOCIATES SINGLE POST DESIGN FIND ALLOWABLE AXIAL LOAD FOR "C" 4 X 21/2 X 16 GA POST PER Fy := 50• KSI 1986 AISI MANUAL D:= 4• IN B := 2.5• IN t :_ .06• IN d:=.75 -IN R :_ .09375• IN A:=.61 -SI Rx := 1.63 -IN Ry :_ .95• IN J :_ .0007234 -IN 4 Cw := 2.23•IN6 RO := 2.947. IN XO := -2.255. IN ly := 11 • FT Ix := ly G := 11300 • KSI K := 1.0 FIND ALLOWABLE STRESS FOR SECTION 2 E Fel := —it Fel = 15080.686 -PSI - 2 K. R Y 2 " E aex :_ aex = 44396.538 -PSI (K Ix 2Rx) \\ / 2 1 n E•Cw at := G. J + at = 8576.781 -PSI A R02 (K•ly)2 2 a:=1 -X0 (I=0.414 R02 Fe2 :_ 1 •[(aex+at) - (aex+art)2- 4•p aex•at] 2•a Fe2 = 7645.51 -PSI Fel = 15080.686 oPSI Fe := Fe2 Fy = 25000 -PSI > Fe = 7645.51 -PSI 2 Fn := Fe Fn = 7645.51 -PSI FIND EFFECTIVE AREA (Ae) FLANGES: dL :_ (d - R - t) d=0.75 -IN Is := dL3• t is = 0.001 -IN4 12 wf:=B-2•R-2•t wf=2.192-IN d = 0.342 < 0.8 wf S := 1.28•FE S = 79.509 > wf = 36.542 > S = 26.503 t 3 II a THEREFORE wf 3 la := 399• t -.33 t° S n.=.5 k1 := 4.82 - 5• (d Is + .43 k1 = 30.608 [ wf)] (la) k2 := 5.25 - 5• d k2 = 3.54 wf I1.052 wf Fn r t E 1 = 0.32^9`<.673 THEREFORE FLANGES ARE FULLY EFFECTIVE bw := wf bw = 2.192 -IN WEB: ww:=D-2•R-2•t 1.052 ww Fn 44 t E X = 0.521 <.673 THEREFORE WEB FULLY EFFECTIVE LIPS: dL = 0.596 -IN k:_.43 1.052 dL Fn .43 t E X = 0.257 <.673 THEREFORE LIPS ARE FULLY EFFECTIVE Iw := dL Ae:=A Ae = 0.61 -SI A = 0.61 •IN2 DETERMINATION OF Pa pn := Ae • Fn Qc := 1.92 Pa := pn Qc Pa = 2429.042 -LB WHARTON AND ASSOCIATES DESIGN LOADS: ROOF LIVE LOAD RLL := 30• PSF ROOF DEAD LOAD RDL := 2• PSF MATERIAL SPECIFICATIONS: STEEL - Fy = 50 KSI BOLTS - A-307 QUALITY SCREWS - #12 TEKS CHECK COLUMNS FOR COMBINED ECCENTRIC BENDING AND AXIAL LOADING P := (RLL+ RDL)•5.10•SF + 175. LB P = 1775 -LB Fy := 50•KSI e:= 2.03. IN L:= ly d:= 4 -IN ly := .55•IN4 Sx := .69•IN3 Ix := 1.51 -IN 4 Pall := Pa Fb := .6•a•n•E•d•ly Fb = 31966.769 -PSI L2. SX Fbup := if(Fb< 30•KSI, Fb, 30• KSI) Fbup = 30000 oPSI P _+_ e P = 0.905 < 1.0 OK Pall Sx• Fbup P = 1775 -LB Pall = 2429.042•LB Cmx := 1.0 Mx := e• P Max := Sx• Fbup ax := 1 – 1.92•P P Cmx•Mx — + = 1.007 < 1.0 0"K, n2 E ly Pall Max -ax ( L)2 USE'C' 4"X2 1/2"X16 GAGE UP TO L = 11 -FT TALL 5X10 GRID, LARGER AXIAL LOADS AND TALLER POSTS TO BE BRACED AT MIDHEIGHT PER ATTACHED CALCS ''. WHARTON AND ASSOCIATES SINGLE POST DESIGN FIND ALLOWABLE AXIAL LOAD FOR "C" 6 X 2 1/2X 16 GA Fy := 50. KSI POST PER 1986 AISI MANUAL D:= 6• IN B:= 2.5. IN t :_ .06• IN d :_ .5• IN R :_ .09375. IN A:=.73 -SI Rx := 2.37• IN Ry :_ .93• IN J :_ .0008314• IN Cw := 3.851AN6 RO := 3.115. IN XO := -1.797•IN ly := 15 -FT Ix := 15 -FT G:= 11300•KSI K:= 1.0 FIND ALLOWABLE STRESS FOR SECTION 2 Fel := n E Fel = 7772.176 -PSI - K. ly 2 Ry 2 oex := n E oex = 50474.665 6PSI K. 2 Ix 1 . l Rx J 2 of ;= 1 G. J + n E Cw of = 6211.849 -PSI A•R02 (K. Y)2 11 p:=1 -X0 2 p=0.667 R02 Fe2 :_ L(vex+at) - (aex+at)2- 4.0-oex.at] 2•p Fe2 = 5947.475 -PSI Fel = 7772.176 -PSI Fe := Fe2 Fy = 25000 -PSI . > Fe = 5947.475 -PSI 2 Fn := Fe Fn = 5947.475 -PSI FIND EFFECTIVE AREA (Ae) FLANGES: dL :_ (d - R - t) d=0.5 -IN Is := dL3. t Is= 0 -IN4 12 wf := B - 2.R - 2•t wf = 2.192 -IN d = 0.228 < 0.8 wf S := 1.28.FE S = 30.049 < wf = 36.542 < S = 90.148 3 t THEREFOR- E wf 3 la := 399• t - .33 t4 S n ._ .5 k1 := L4.82 - 5•(�J (la /n5.25 - 5• dt.43 k1 = 36.071 k2 := L\J / k2 = 4.11 wf X:= 1.052 wf Fn _k2 t E I = 0.269 <.673 THEREFOR- FLANGES ARE FULLY EFFECTIVE E bw:=wf bw = 2.192 -IN WEB: ww:=D-2•R-2•t ;= 1.052 wwFn t JE 1 = 0.709 <.673 THEREFORE WEB NOT FULLY EFFECTIVE 1-.22 pw := pw = 0.973 Ww :_ (ww•pw) LIPS: dL = 0.346 -IN k:_.43 x ;= 1.052 dLFn .43 t JE X 0.131 <.673 THEREFORE LIPS ARE FULLY EFFECTIVE Iw := dL Ae := A - t•(1 - pw)•ww A = 0.73 -IN2 Ae = 0.721 -SI DETERMINATION OF Pa pn := Ae•Fn Qc := 1.92 Pa := Fn Pa = 2232.815 -LB oc 10 WHARTON AND ASSOCIATES DESIGN LOADS ROOF LIVE LOAD RLL := 20• PSF ROOF DEAD LOAD RDL := 2• PSF MATERIAL SPECIFICATIONS: STEEL - Fy = 50 KSI BOLTS - A-307 QUALITY SCREWS - #12 TEKS CHECK COLUMNS FOR COMBINED ECCENTRIC BENDING AND AXIAL LOADING: P := ( RLL + RDL) .5.12. SF + 175• LB P = 1495 -LB Fy := 50 • KS! e:= 3.03 -IN L:= ly d:= 6• IN ly := 1.12 -IN 4 Sx := 1.19 -IN' Ix := 1.51 -IN 4 Pall := Pa Fb := .6•n.n•E•d•ly Fb = 30447.407 -PSI L2• SX Fbup := if(Fb< 30• KSI, Fb, 30• KSI) Fbup = 30000 -PSI P _+_ e P = 0.796 < 1.0 OK Pall Sx. Fbup P = 1495 -LB Pall = 2232.815•LB Cmx := 1.0 Mx := e•P Max := Sx• Fbup ax := 1 – 1.92•P P Cmx•Mx 2 — + = 0.847 < 1.0 OK n Ely Pall Max -ax (L)2 USE'C' 6"X2 1/2"X16 GAGE UP TO L = 15 -FT TALL WHARTON AND ASSOCIATES DESIGN LOADS: ROOF LIVE LOAD RLL := 20• PSF ROOF DEAD LOAD RDL := 2- PSF MATERIAL SPECIFICATIONS: ALLOWBRG := 1000-PSF ALLOWBRG = 1000 -PSF STEEL - Fy = 50 KSI BOLTS - A-307 QUALITY SCREWS - #12 TEKS SOIL - ALLOWBRG = 1000 -PSFALLOWABLE BEARING fc := 2500 CONCRETE - 2500 PSI NUNIMUM PERIMETER FOOTING DESIGN: W:= 12 • IN D:= 12 -IN' P := 5.PSF. I2-FT+(RLL +RDL).6•FT P = 192 ,,PLF USE W = 12 -IN X D = 12 -IN FOOTING CONTINUOUS W/(1)#4 TOP AND BOTTOM Areq := W • D • .0014 Areq = 0.202 -IN 2 CODE MIN vIUM REINFORCING BEARING := P BEARING = 192 -PSF < ALLOWBRG = 1000 -PSF 01" W SLAB DESIGN: USE 4" SLAB W/#3 @ 24" O/C E.W. OR FIBERMESH _ 12- WHARTON AND ASSOCIATES STRUCTURAL_ CALCULATIONS FOR SLAB SUPPORT OF POSTS ON 5X 12 GRID DESIGN LOADS: LIVE LOAD = LL := 20• PSF DEAD LOAD = DL := 4• PSF PURLINS ARE AT 5' O/C AND POSTS ARE AT 10' O/C. THEREFORE.... P := 5- FT -12 • FT- (DL + LL) P = 1440 -LB TYPICAL COLUMN POINT LOAD TO Sl:"18 ASSUME: 4" MINIMUM THICKNESS SLAB fc := 2500 Fv := 2500.2• PSI i := 4' IN WITH fc=2500 PSI (NO SPECIAL INSPECTION) ALLOWABLE SOIL BEARING 1000 PSF ASB := 1000-PSF PLATE IS 3 "X3 "X 14GA FIND SHEAR PERIMETER(3"X3"X14GA. BASE PLATE): bo := 4. 3+ t' IN bo = 28 -IN IN CHECK SLAB IN FLEXTURE TO SPREAD LOAD OUT TO 1000 PSF REF: ACI 318.1-89 BUILDING CODE REQUIREMENTS FOR STRUCTURAL PLAIN CONCRETE COLUMN LOAD IS... -- P = 1440 -LB �—r— BASE PLATE IS 3"X3" A:= 9•IN2 SLAB ON GRADE IS 4" THICK, fc=2500 PSI fc = 2500 LOAD FACTOR LF := LL' 1.7 + DL' 1.4 LF = 1 65 PLAN VIEW EXPANSION ANCHOR POST SJS' CIiP BOOR SCAB LL + DL AREA REQUIRED FROM SOIL CAPACITY IS... Areq := P Are = 1.44 -FT2 ASB q SECTION L := Areq L = 14.4 -IN ANALYSIS ASSUMES FULL DEPTH CRACK IN CONCRETE IN A L = 14.4 -IN SQUARE AND DESIGNS REMAINDER AS UNREINFORCED FOOTING qu := LF'ASB qu = 1650 -PSF (L - 3' IN)2 Mu := qu.` 2 /_ LB Mu - 186.141 IN — 2 IN S:= t2.1 -IN 6 fb Mu' IN S Fb := 5' .65' fc' PSI CHECK PUNCHING SHEAR: Pu := P • LF vu := 3' Pu 2' bo •t S = 2.667 -IN3 fb = 69.803 -PSI - Fb = 162.5 -PSI . > fb = 69.803 -PSI OK Pu = 2376 -LB vu = 31.821 -PSI Vu := .65.4• fC•PSI Vu = 130 -PSI • > vu = 31.821 oPSI OK l3 STRUCTURAL CALCULATIONS FOR 26 GA METAL SHEAR WALLS IaN K-31 10"mm LL := 20-PSF DL := 2-PSF WIND LOADING @ 80 MPH, EXPOSURE C qs := 16.4-PSF PRESSURE UP TO 15 FT TALL, HORIZONTAL --> Pw := qs- 1.3.1.06 Pw = 22.599 -PSF UPLIFT --> Pu := qs• .7.1.06 Pu = 12.169 -PSF SEISMIC LOADING ZONE 4 Z:=.4 1:=1.0 C:=2.75 Rw:=6 Z•I-C = 0.183 Rw DESIGN FOR 20FT. WIDE BUILDING W/SHEAR WAILS AT 10' O/C H:= 12.5 -FT P W:= 20 -FT Ww := Pw• \ 2 + Rl Ww = 175.144 -PLF Ws := (4-PSF-W + 10-PSF. H 2). Rw Ws = 37.583-PLF 2 NOTE WIND GOVERNS V:= Ww- 10 - FT V = 1751.438 -LB AT EACH SHEARWALL v:= V v = 87.572 *PLF W USE 29 GA. METAL PARTITION ATTACHED TO POSTS WITH (4)FASTENERS PER PANEL AT EACH POST Pall= 88 PLF OK CHECK BASE SHEAR RESISTED BY 1/2"$ TRUBOLT AT Y-0" O/C Vb := v• 5. FT Vb = 437.86 -LB Vall := 1190- LB PER ICBO 1372 ATTACHED CORNER TRACK-----> USE 'C' 4"X2"X16 GAGE STUD W/TEKS TO PARTITION/SHEARWALL, SEE DETAIL 8/D I A := .147 -SI F:= V -H F = 1094.649 -LB fa := F fa = 7446.59 -PSI LOW OK W A CHECK OVERTURNING Pup := F Pup= 1094.649 -LB Mot := V. H ROOF DEAD LOAD SIDEWALL DEAD LOAD Mr := 2.PSF•5-FT•10-FT.((5+ 10 + 15))•FT+ 10•FT•5-FT•15•PSF-20-FT - Hd := Mot - Mr Hd = 194.649 oLB ADDITIONAL HOLDOWN OF EXPANSION W ANCHORS TO POSTS AND PIERS ADEQ);) 11 n Ww = 175.144 -PLF z M:= WW.L M = 2189.298 -FT. LB 8 USE'U' 4"X2" X 16 GAGE TRACK ATOP ALL WALLS Sx := .623-IN3 fb :=M fb = 21084.727 -PSI < Fb := 30• KSI.1.33 OK Sx• 2 WIDER BUILDINGS OK BY COMPARISON is STRUCTURAL CALCULATIONS FOR 26 GA METAL SHEAR WALLS DESIGN LOADS: i LL := 20-PSF DL := 2-PSF WIND LOADING x180 MPH, EXPOSURE C qs := 16.4. PSF PRESSURE UP TO 15 FT TALL HORIZONTAL --> Pw := qs- 1.3.1.06 Pw = 22.599 -PSF UPLIFT --> Pu := qs• .7.1.06 Pu = 12.169 -PSF SEISMIC LOADING ZONE 4 Z:=.4 1:=1.0 C:=2.75 Rw:=6 Z -1•C = 0.183 Rw DESIGN FOR 25 FT. WIDE BUILDING W/SHEAR WALLS AT I O' O/C H:= 12.5. FT R :- 1.5 -FT W:= 25. FT Ww := Pw- (H + R) Ww = 175.144 -PLF 2 / Ws := 4- PSF. W + 10. PSF. H • 2. Z I C Ws = 41.25 -PL.F ( 2 ) Rw NOTE WIND GOVERNS V:= ~10 -FT V = 1751.438 -LB AT EACH SHEARWALL v:= V v = 70.058 -PLF W USE 29 GA. METAL PARTITION ATTACHED TO POSTS WITH (4)FASTENERS PER PANEL AT EACH POST Pall= 88 PLF OK CHECK BASE SHEAR RESISTED BY 1/2"$ TRUBOLT AT 5'-0" O/C Vb := v. 5• FT Vb = 350.288 -LB Vall := 1190• LB PER ICBO 1372 ATTACHED CORNER TRACK-----> USE 'C' 4"X2"X16 GAGE STUD W/TEKS TO PARTITION/SHEARWALL, SEE DETAIL 8/1) 1 A:= .147 -SI F:= V -H F = 875.719 -LB fa := F fa = 5957.272 -PSI LOW OK W A CHECK OVERTURNING Pup := F Pup = 875.719 -LB Mot := V• H ROOF DEAD LOAD SIDEWALL DEAD LOAD Mr.=2. PSF. 5.FT- 10•FT. ((5+10+15+20))•FT+10• FT. 5. FT. 15• PSF. 25• FT Hd ;= Mot — Mr Hd = —74.281 LB ADDITIONAL HOLDOWN OF EXPyN"-l" W ANCHORS TO POSTS AND PIERS ADEQJ!l.'TI: e Ww = 175.144 -PLF 2 M:= Ww. L M = 2189.298 -FT. LB 8 USE 'U' 4"X2" X 16 GAGE TRACK ATOP ALL WALLS Sx :_ .623. IN fb :=M fb = 21084.727 -PSI < Fb := 30 • KSI.1.33 OK Sx_ 2 WIDER BUILDINGS OK BY COMPARISON 1'7 STRUCTURAL CALCULATIONS FOR 29 GA. STRUCTURAL SHEAR WALLS FROM EXAMPLES SUPPLIED IN THE STEEL DECK INSTITUTES "DIAPHRAGM DESIGN MANUAL" THE FOLLOWING SHEARWALL IS ANALYZED FOR STRENGTH. STRENGTH DESIGN: # OF EDGE FASTENERS = ne := 4 # OF STITCH FASTENERS = ns := 0 # OF GIRTS BETWEEN END= np := 3 PANEL LENGTHS (MIN.) = L := 20• FT SUPPORT SPACINGS = Lv := 5• FT TEK DIAMETER #10 = d:=.1867 -IN PANEL GAUGE 26 GA. = t :_ .017• IN STEEL STRENGTH = Fy := 80•KSI PANEL DEPTH = D :_ .75• IN MATERIAL: D = 0.75 -IN t = 0.017 -IN Fy = 80 -KSI * CONNECTIONS: (4)#10 TEKS AT EACH PANEL TO POSTS, AND 0 AT SIDELAPS BETWEEN POSTS. d = 0.187 -IN Lv = 5 -FT CONNECTION STRENGTH: 3 Qf := 1.25• IN �Fy.t (1 KSI- 0.005.Fy)- d KIPS .2111 AN Qf = 0.902 -KIPS SIDELAP STRENGTH: Qs := 115. KIPS d t SI Qs = 0.365 KIPS as := Qs Qf as = 0.405 Lv D�— 12 3 240.IN2•� k = 0.88 ns = 0 NUMBER OF STITCH FASTENERS ns.as = 0 * SUMXe:= (16 + 8 + 8 + 16),IN * SUMXe = 48 -IN W:= 36• IN a1 := SUMXe a1 = 1.333 W np = 3 (x2:= a1 ne = 4 L = 20 -FT Su :_ (2• a1 + np . a2 + ne) •— Su = 481.122 -PLF EQ. 2.2-2 L * SUMXe2 := 2.(8 2 + 162) -IN 2 SUMXe2 = 640 -IN2 SUMXp2 := SUMXe2 Su2 := 2• (k – 1) + ns• as + [ 2• np• SUMXp21�+ 4• SUMXe2ll Qf EQ. 2.2-4 J L Su2 = 211.931 -PLF B := ns. as + . (2• np SUMXp2 + 4• SUMXe2) l [ W J B = 4.938 N :_ ne W 2 2 Su3 := (L2- N B Qf EQ. 2.2-5 N2) + (B)2 Su = 481.122 -PLF Su2 = 211.931 -PLF Su3 = 219.018 ,,PLF USING A FACTOR OF SAFETY OF 2.5 S ;= Su3 2.5 S = 88 -PLF PARTITION PANEL 6" ;H' 4w, 3'_p" DESIGN LOADS STRUCTURAL. CALCULATIONS FOR 26 GA METAL SHEAR WALLS LL := 20. PSF DL := 2• PSF WIND LOADING @ 80 NJPH, EXPOSURE C qs := 16.4 • PSF PRESSURE UP TO 15 FT TALI, HORIZONTAL --> Pw := qs- 1.3.1.06 Pw = 22.599 -PSF UPLIFT --> Pu := qs• .7.1.06 Pu = 12.169 -PSF SEISMIC LOADING ZONE 4 Z:=.4 1:=1.0 C:=2.75 Rw:=6 Z+C = 0.183 Rw DESIGN FOR 30 FT. WIDE BUILDING W/SHEAR WALLS AT 10' O/C H:= 13.5 -FT R := V5 4 --l' W:= 30. FT Ww := Pw- (.H + R) Ww = 186.443 -PLF ,2 j Ws := 4-PSF•W + 10•PSF• H 2 Z -1-c. Ws = 46.75 -PL.1= 2 ) Rw NOTE WIND GOVERNS V:= Ww. 10 . FT V = 1864.434 -LB AT EACH SHEARWALL v:= vv = 62.148 -PLF W USE 29 GA. METAL PARTITION ATTACHED TO POSTS WITH (4)FASTENERS PER PANEL AT EACH POST Pall= 88 PLF OK CHECK BASE SHEAR RESISTED BY 1/2"$ TRUBOLT AT 5'-0" O/C Vb := v-5- FT Vb = 310.739 -LB Vall := 1190- LB PER ICBO 1372 ATTACHED CORNER TRACK-----> USE'C' 4"X2"X16 GAGE STUD W/TEKS TO PARTITION/SHEARWALL, SEE DETAIL 8/D1 A := .147•SI F:= V -H F = 838.995 -LB fa := F fa = 5707.451 -PSI LOW OK W A CI-IECK OVERTURNING Pup := F Pup = 838.995 -LB Mot := V•H ROOF DEAD LOAD SIDEWALL DEAD LOAD Mr := 2• PSF. 5• FT- 10•FT. ((5+ 10 + 15 +20))•FT+ 10 - FT. 5• FT. 15. PSF. 25• FT Hd ;= Mot — Mr Hd = 47.329 -LB ADDITIONAL HOLDOWN OF EXPANSI 01,I .W ANCHORS TO POSTS AND PIERS /kEiEQC1i-va.l. Ww = 186.443 -PLF M:= WW_L2 M = 2330.543 -FT - LB 8 USE 'U' 4"X2" X 16 GAGE TRACK ATOP ALL WALLS fb :=M fb = 22445.032 -PSI < Sx• 2 WIDER BUILDINGS OK BY COMPARISON Sx :_ .623 -IN 3 Fb := 30.KSI.1.33 OK STRUCTURAL CALCULATIONS FOR 26 GA METAL SHEAR WALLS DESIGN LOADS LL := 20 • PSF DL := 2-PSF WIND LOADING @ 80 MPH, EXPOSURE C qs := 16.4 • PSF PRESSURE UP TO 15 FT TALL HORIZONTAL --> Pw := qs • 1.3.1.06 Pw = 22.599 -PSF UPLIFT --> Pu := gs-.7.1.06 Pu = 12.169 -PSF SEISMIC LOADING ZONE 4 Z:=.4 1:=1.0 C:=2.75 Rw:=6 Z4C=0.183 Rw DESIGN FOR 40 FT. WIDE BUILDING W/SHEAR WALLS AT 10' O/C H := 15.5• F'r F2 W:= 40. FT Ww := Pw H + Rl Ww = 209.043 -PLF \ 2 / Ws := 4•PSF•W + 10•PSF• H.2 .Z•1•C Ws = 57.75 -PLF 2 Rw NOTE WIND GOVERNS V:= Ww• 12 • FT V = 2508.511 -LB AT EACH SHEARWALL v:= V v = 62.713 cPLF W USE 29 GA. METAL PARTITION ATTACHED TO POSTS WITH (4)FASTENERS PER PANEL AT EACH POST Pall= 88 PLF OK CHECK BASE SHEAR RESISTED BY 1/2"$ TRUBOLT AT 5'-0" O/C Vb := v-5. FT Vb = 313.564 -LB Vall := 1190• LB PER ICBO 1372 ATTACHED CORNER TRACK-----> USE'C' 4"X2"Xl6 GAGE STUD W/TEKS TO PARTITION/SHEARWALL, SEE DETAIL 8/D1 A := .147•SI F:= V•H F = 972.048 -LB fa := F fa = 6612.572 -PSI LOW OK W A CHECK OVERTURNING Pup := F Pup = 972.048 -LB Mot := V. H ROOF DEAD LOAD 51llEWALL DEAD LOAD Mr := 2• PSF. 5• FT. 10•FT- ((5+ 10+ 15 +20+25+30+35))•FT+ 10•FT. 5•FT. 5 PSF•40.F Hd := Mot — Mr Hd = 372.048 -LB ' ADDITIONAL HOLDOWN OF EXPANSI.G`I W ANCHORS TO POSTS AND PIERS ADFQ'jj-1,T-1; 7121 Ww = 209.043 -PLF M:=— WW.L2 M = 3762.767 -FT. LB 8 USE 'U' 4"X2" X 16 GAGE TRACK ATOP ALL WALLS fb :=M fb = 36238.525 'PSI < Sx. 2 WIDER BUILDINGS OK BY COMPARISON Sx :_ .623•IN3 Fb := 30 • KSI.1.33 OK Fb = 39900 -PSI 6 23 DOOR JAMB HEIGHT AND SPACING 4"X2.5"X16 GAGE'C' TYPE 70MPH 80MPH W:= 6-15 Pw := 1.06.1.3.12.6 •PSF Pw2 := 1.06' 1.3' 16.4 • PS°= Sx := .69• IN3 Fb := 30• KSI.1.33 Sx := .69• IN3 Fb := 30• KSI .1.33 (ow '= Pw• W FT 1_2 w Pw2• W FT 1_- 2 1.3 2 1.3 LW Fb•Sx•8 Iv LW _ FbSx 8 L2vv cow 12 w w2W w 7-2 75MPH Pw3 := 1.06.1.3.14.5 • PSF Fb := 30•KSI.1.33 w3w:=Pw3•W•FT. 1_2 2 1.3 L3 Fb• Sx• 8 13 L3W w w3w w 12 20 18 A 0 Iw 16 w w 12w Z 13w O - - 14 J Q 12 10 6 8 10 12 w . PIER SPACING. FT 14 16 7� WH MPH 80 MPYI, \ \ 8 10 12 w . PIER SPACING. FT 14 16 "s'•- ICBO Evaluation Service, Inc. coat 5360 WORKMAN MILL ROAD - WHITfIER, CALIFORNIA 90601-2299 Asubsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright m 1998 ICBO Evaluation Service, Inc. Filing Category: DESIGN—Steel (038) MBCI STEEL ROOF, WALL AND FLOOR PANELS, AND COLD -FORMED STEEL STRUCTURAL SECTIONS METAL BUILDING COMPONENTS, INC. 14031 WEST HARDY HOUSTON, TEXAS 77060 1.0 SUBJECT MSCI Steel Roof, Wall and Floor Panels, and Cold -formed Steel Structural Sections. 2.0 DESCRIPTION 2.1 Cees, Zees and Eave Struts: The Cees, Zees and Eave Struts are punched -steel studs and joists. Cees, Zees and Eave Struts are roll -formed in various depths, with the following minimum base steel thicknesses used in design: I THICKNESS I (Gage) MINIMUM DESIGN THICKNESS (Inch) ( (mm) 16 0.058 1.47 i 15 0.061 1.54 14 0.0724 1.84 13 0.088 2.25 12 0.1017 2.55 Steel sections are formed from steel having a minimum 55,000 psi (345 MPa) yield strength, complying with ASTM A 653 SS Grade 50 Class 1, ASTM A 570 Grade 50 or ASTM A 607-92 Grade 55 for all steel thicknesses. Galvanized coat- ing complies with ASTM A 924-95 G60. The section designa- tions, configurations and section properties are set forth in Tables 3A, 3B, 5A, 58 and 6A through 6F, and specific pages of the booklet entitled `Light Gage Structural Steel Framing System Design Handbook,' noted in Section 2.1.1.5 of this report. 2.1.1 Design: 2.1.1.1 Load-bearing Endwall Frames/Stud Walls: Allow- able axial loads are based on the compression flange being braced at the specified lateral support distance. Allowable loads also assume the use of plates or clips at supports which effectively transfer loads directly to the centroid of the mem- ber. Axial load values are noted in Table 4 or on pages S-3-1 and B-3-2 of the booklet noted in Section 2.1.1.5. Combined axial and lateral loads are not recognized as part of this re- port. 2.1.1.2 Joist: The allowable loads for Cees and Zees for var- ious spans are listed in the simple span tables on pages B-2-1 through B-2-11, and C-2-1 through C-2-10, respectively, of the booklet noted in Section 2.1.1.5. The values are valid only f the compression flange is continuously supported laterally ER -5.409 Issued March 1, 1998 with decking or a positive bracing system. Sections must be checked for web crippling when members are bearing directly onto the supports. See Tables 3B and 58. for web crippling co- efficients. 2.1.1.3 Roof Purlins and Wall Girts: Multiple span load tables for Zees are listed on pages C-3-1 through C-3-54 of the booklet noted in Section 2.1.1.5. These values are valid only if the compression flange is continuously supported lat- erally with decking or a positive bracing system. Sections must be checked for web crippling when members are bear- ing directly onto the supports. See Table 5B for web crippling coefficients. 2.1.1.4 Eave Struts: The allowable loads for Eave Struts for various spans are listed in the simple span tables on pages D-4-1 through 0-6-5 of the booklet noted in Section 2.1.1.5. The values are valid only if the compression flange is continu- ousiy supported laterally with decking or a positive bracing system. Sections must be checked for web crippling when members are bearing directly onto the supports. See Tables 6B, 6D and 6F for web crippling coefficients. 2.1.1.5 Tables and Details: The booklet entitled 'Light Gage Structural Steel Framing System Design Handbook," dated February 6, 1995, is to be used in conjunction with this report. Only the following tables and details are considered a part of this report: ITEM PAGE NUMBER Designation and Definitions A-1-1 through A-1-5 Lateral Buckiing Strength A-1-6 through A-1-9 Sample Calculations A-2-1 through A-11 Cee Section Properties/Allowables B-1-1 through B-1-4 Zee Section Properties/Allowables C-1-1 through C-1-4 Universal Properties/Allowables D-1.1 through D-1-2 Single Slope Properties/Allowables D-3-1 through D-3-2 Double Slope Properties/Allowables D-5-1 through D-5-2 Cee Simple Span Load Tables B-2-1 through B-2-11 Cee Axial Load Tables B-3-1 through B-3-2 Zee Simple Span Load Tables C-2-1 through C-2-10 Zee Multiple Span Load Tables C-3-1 through C-3.54 Universal Simple Span Load Tables D-2-1 through D-2-2 Single Slope Simple Span Load Tables D-4-1 through D -YS Double Slope Simple Span Load Tables D-6-1 through D-6-5 • The punching and lap patterns for the Cees, Zees and Eave Struts are shown on pages C1-21 through C1-27 of the booklet entitled 'MBCI Commercial/Industrial Techni- cal/Product Information,' dated April 24, 1997. Evaluation reports of 1CB0 Evaluation Service, Inc., are issued solely to provide information to ClassA members ofICBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical dales submitted by the applicant. 77Ae 1CB0 Evaluation Service, Inc, technical stafjrhas reviewed the test results and/or other data, but does not possess test facilities io make an independent verif cation. There is no warranty by ICBG Evaluation Service, rne., express or implied, as to any -Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 2 of 36 ER -5409 Web -crippling loads are determined in accordance with pages A-2-1 and A-2-2 of the booklet entitled 'Light Gage Structural Steel Framing System Design Handbook." Spans are based on web punchouts at a minimum dis- tance (1.5 h) from the edge of the bearing support (the section web depth). Structural properties for the effective moments of inertia are determined by using Procedure I for deflection deter- mination at the allowable moment (M8), in accordance with Chapter 22, Division VII, of the code. 2.2 R and M Roof Panels: The R and M panels are cold -formed from steel conforming to the product specifications and thicknesses noted in Table 1. The steel is AZ50 aluminum -zinc -alloy coated (galvalume). The sheet steel is available in its bare galvalume state, or coated with a primer followed by a silicone polyester or a pre- mium fluorocarbon finish on both sides. The panels are manufactured in cut -to -order lengths and a 36 -inch (914 mm) width. They are available in various colors. Standard or cus- tom trim components for eaves, ridges, and valleys are avail- able. See Figure 1 for "R' panel profile and Figure 2 for 'M' panel profile. Panel section properties are noted in Tables 7A and 8A, and allowable uniform loads are noted in Tables 7B and 88. See Figure 3 for fastener installation locations. 2.3 BattenLok Roof and Wall Panels: The 6atterLok panels are cold -formed from steel conforming to the product specifications and thicknesses noted in Table 1. The steel is AZ50 aluminum -zinc -alloy coated (galvalume). Th.? sheet sec! is used in its tare caivalurne state, or coated with a primer followed by a silicone polyester or a premium fluorocarbon, finish on both sides. The panels have 3/4 -inch - wide (19 mm) ribs and are manufactured in cut -to -order lengths arc 12- and 16 -inch (305 and 406 mrr) nominal widths. They are available it various colors. Stardard or cus- tom trim comoonents for eaves, ridges, and valleys are avail- abie. See =figures 4 and 5 for panel pro ilas. Panel section properties are noted in Tables 9A and 10A, and allowable uni- form loads are noted in Tables 96 and 10B. Roof panel flashing and trim are installed in accordance with the booklet entitled "MBCI BattenLok Design/Installation Manual," dated March 24, 1997. BattenLok panels are installed at a minimum 1/2:12 slope. BattenLok panels used as wall panels are installed over solid substrate or open fram- ing. 2.4 SuperLok Roof Panels: The SuperLok roof panels are cold -formed from steel con- forming to the product specification and thicknesses noted in Table 1. The steel is AZ50 aluminum -zinc -alloy coated (galva- lume). The sheet steel is used in its bare galvalume state, or coated with a primer followed by a silicone polyester or a pre- mium fluorocarbon finish on both sides. The panels have 7/1g -inch -wide (11.1 mm) ribs and are manufactured in cut -to - order lengths and 12- and 16 -inch (305 and 406 mm) nominal widths. They are available in various colors. Standard or cus- tom trim components for eaves, ridges, and valleys are avail- able. See Figures 6 and 7 for panel profiles. Panel section properties are noted in Tables 11A and 12A, and allowable uniform loads are noted in Tables 118 and 12B. Roof panel flashing and trim are installed in accordance with the booklet entitled 'MBCI SuperLok Design/Installation Information Manual," dated January 15, 1997. SuperLok pan- els are installed at a minimum 1/2:12 slope. 2.5 Ultra-Dek 124 Roof Panels: The Ultra-Dek roof pane!s are cold -formed fro- steel con- forming to the product specification and thicknesses noted in Tabie 1. T'ne steel is AZ50 aluminum -zinc -alloy coated (galva- lume). The sheet steel is used in its bare galvalume state, or coated with a primer followed by a silicone polyester or a pre- mium fluorocarbon finish on both sides. The panels are manufactured in cut -to -order lengths and 12-,18- and 24 -inch (305, 457 and 610 mm) nominal widths. They are available in various colors. Standard or custom trim components for eaves, ridges, and valleys are availabie. See Table 13 for panel profiles. Panel section properties are noted in Table 13, and allowable uniform loads are noted in Tables 14, 15 and 16. Roof panel flashing and trim are installed in accordance with the booklet entitled "MBCI Ultra-Dek Technical/Erection Information,' dated October 30, 1995. Ultra-Dek roof panels are installed at a minimum 1/4:12 slope. 2.6 Double -Lok t24 Roof Panels: The Double -Lok roof panels are cold -formed from steel con- forming to the product specification and thicknesses noted•irr Table 1. The steel is AZ50 aluminum -zinc -alloy coated (galva- lume). The sheet steel is used in its bare galvalume state, or coated with a primer followed by a silicone polyester or a pre- mium fluorocarbon finish on both sides. The panels are manufactured in cut -to -order lengths and 12-,18- and 24 -inch (305, 457 and 610 mm) nominal widths. They are available in various colors. Standard or custom trim components for eaves, ridges, and valleys are available. See Table 17 for panel profiles. Panel section properties are noted in Table 17, and allowable uniform loads are noted in Tables 18, 19 and 20. Roof panel flashing and trim are installed in accordance with the booklet entitled 'MBCI Double -Lok Techricalitrec- tion Information," dated February 20, 1998. Double -Lok roof panels are installed at a minimum 1/4:12 slope. 2.7 Identification: Each bundle of panels and studs bears an identification label with the manufacturer's name, panel and stud type, panel and stud minimum (uncoated) bare steel thickness and ICBO ES evaluation report number (ICBG ES ER -5409) in accordance with Section 2203.3 of the code. 3.0 EVIDENCE SUBMITTED Descriptive details, engineering calculations, computer print- outs, data in accordance with the ICBG ES Acceptance Crite- ria for Steel Studs, Joists and Tracks (AC46), dated January 1994, and applicable portions of the ICBG ES Acceptance Criteria for Steel Decks (AC43), dated July 1996. 4.0 FINDINGS That the MBCI Steel Roof, Wall and Floor Panels, and Cold -formed Steel Structural Sections described in this report comply with the 1997 Uniform Building Code-, subject to the following conditions: 4.1 Studs and wall, roof and floor panels are installed in accordance with this report and the manufactur-- ers' instruction booklets. 4.2 Allowable loads comply with tables in this report and with the reference booklets mentioned in this report 4.3 Uncoated minimum steel thickness of cold -formed members shall be at least 95 percent of the thick- ness used in design. 4.4 Panel and cold -formed -steel structural section reactions resulting from allowable heights and spans noted in the tables must be checked for web crippling as noted in the tables of this report and in accordance with Section C3.4 of the document en- titled "Specification for Design of Cold -formed Steel Structural Members," 1986 edition, published by the American Iron and Steel Institute (A1SI), as referenced in Chapter 22, Division VII, of the code. Page 3 of 36. ER -5409 4.5 Complete plans and calculations, verifying eom- facilities noted In Table 2 pliance with this report, must be submitted to the This report is subject to re-examination in one year. building official for each project. 4.6 The panels and sections are manufactured at the TABLE 1—PRODUCT SPECIFICATION For SI: 1 inch = 25.4 mm. 1 ksi = 6.8948 Mpa. TABLE 2 MANUFACTURING FACILITIES Metai Building Components, Inc. Metal Building Components, Inc. MINIMUM YIELD 402 North Frontage Road Toilesor.. k zcna S53S3 MINIMUM DESIGN STEEL STRENGTH PRODUCT STEEL STANDARD THICKNESSES (Inch - gaga) (kaq Lithia Springs. Georgia 30057 Metal Building Components, Inc. Metal Building Components, Inc. Grade E 0.0155 - 29 GA 80 Rand M Metal Building Components, Inc. Metal Building Components, Inc. 300 Highway 51 North 0.0200 - 26 GA Hernando. Mississippi 38632 Roof Panel ASTM A 792-83 AZ50 6168 State Route 233 0.0250 - 24 GA Rome. New York 13440 Oklahoma City, Oklahoma 73149 Metal Building Components, Inc. Metal Building Components, Inc. Grade D 0.0305 - Z GA 50 BanenLok Roof and %fall Panel ASTM A793-83 AZ50 Grade D 0.0240 - 24 GA 0.0290 -= GA 50 SuperLok Metal Building Components, Inc. Metal Building Components, Inc. 1155 West 2300 North 0.0185 - 26 GA Salt Lake City. Utah 84116 Roof System I ASTM A 792-83 I AZ50 I Grade D 0.0240 - 24 GA 50 0.0290 - = GA Ultra-Dek.==1 0.0185 - 26 GA Roof Panel ASTM A 792-83 AZ50 Grade D 0.0240 - 24 GA S� 0.0290 - 22 GA Double -Loc 1=l 0.0185 - 26 GA Roof Panel ASTM A 792-83 AZ50 Grade D 0.0240 - 24 GA 50 0.0290 - 22 GA For SI: 1 inch = 25.4 mm. 1 ksi = 6.8948 Mpa. TABLE 2 MANUFACTURING FACILITIES Metai Building Components, Inc. Metal Building Components, Inc. 660 South 91st Avenue 402 North Frontage Road Toilesor.. k zcna S53S3 Plant City, Fiorida 33565 Metal Buildinc Components, Inc. Metal Building Components, Inc. 1600 Rogers Road 2280 Monier Avenue Adel. Georgia 31620 Lithia Springs. Georgia 30057 Metal Building Components, Inc. Metal Building Components, Inc. 1800 North Elder Street 1780 McCall Drive Nampa. Idaho 53687 Shelbyville. Indiana 36176 Metal Building Components, Inc. Metal Building Components, Inc. 300 Highway 51 North 1011 -Ellison Avenue Hernando. Mississippi 38632 Omaha, Nebraska 68110 Metal Building Components, Inc. Metal Building Components, Inc. 6168 State Route 233 7000 South Eastern Avenue Rome. New York 13440 Oklahoma City, Oklahoma 73149 Metal Building Components, Inc. Metal Building Components, Inc. 8677I-10 East 2900 Red Hawk Drive Converse. Texas 78109 Grand Prairie, Texas 75051 Metal Building Components, Inc. Metal Building Components, Inc. 14031 West Hardy FM -40 (2 Miles East Loop 289) Houston. Texas 77060 Lubbock, Texas 79401 Metal Building Components, Inc. Metal Building Components, Inc. 1155 West 2300 North 801 South Avenue Salt Lake City. Utah 84116 Colonial Heights. Virginia 23834 Z1 Page 4 of 36 ER -5409 TABLE 3A-CEE SECTIONS' -I'-4 CB -TL R = .1875 D X - X SECTION PROPERTIES SECTION AXIS X - X . AXIS Y - Y D x B GA WEIGHT AREA Ix Se Rx ly Sy Ry L LB/FT IN= IN' IN3 IN IN• IN3 IN IN 4 X 2 C 16 1.89 .56 1.39 .68 1.58 .34 .27 .78 .84 14 2.36 .69 1.71 ..85 1.57 .42 .33 .78 .87 13 2.89 .85 2.06 1.03 1.56 .51 .41 .78 .90 12 3.32 .98 2.34 1.17 1.55 .59 .46 .77 .93 4X2.5C 16 2.06 .61 1.58 .69 1.63 .55 .3S .95 .75 14 2.57 .76 1.98 .90 1.62 .68 .43 .95 .78 13 3.14 .92 2.39 1.18 1.61 .83 .53 .95 .81 12 3.62 1.06 2.72 1.36 1.60 .95 .61 .95 .84 4 X 4 C 16 2.68 .79 1.94 .80 1.71 1.71 .71 1.47 .75 14 3.34 .98 2.49 1.04 1.71 2.12 .89 1.47 .78 13 4.09 1.20 3.12 1.34 1.69 2.59 1.08 1.47 .81 12 4.71 1.38 3.75 1.60 1.69 2.98 1.25 1.47 .84 6 X 2.5 C 16 2.48 .73 4.04 1.19 2.37 .64 .37 .93 .75. 14 3.08 .91 5.07 1.55 2.36 .79 .46 .93 .78 13 3.77 1.11 6.15 2.03 2.35 .96 .56 .93 .81 12 4.34 1.28 7.03 2.34 2.35 1.11 .64. .93 .84 6 X 4 C 16 3.10 .91 4.84 1.35 2.50 1.98 .76 1.47 .75 14 3.86 1.14 6.18 1.76 2.50 2.46 .94 1.47 .78 13 4.72 1.39 7.76 2.26 2.49 3.01 1.15 1.47 .81 12 5.43 1.60 9.35 2.69 2.48 3.46 1.33 1.47 .54 7X2.5C 16 2.68 .79 5.80 1.47 2.73 .67 .37 .92 .75 14 3.34 .98 7.28 1.91 2.72 .83 .46 .92 .78 13 4.09 1.20 8.85 2.50 2.71 1.02 .57 .92 .81 12 4.71 1.38 10.12 2.89 2.70 1.17 .65 .92 .84 7 X 4 C 16 3.31 .97 6.85 1.62 2.88 2.09 .77 1.46 .75 14 4.12 1.21 8.78 2.17 2.87 2.60 .96 1.46 .78 13 5.04 1.48 11.03 2.77 2.87 3.18 1.18 1:46 .81 12 5.80 1.71 13.27 3.29 2.86 3.66 1.36 1.46 .84 8 X 2 C 16 2.68 .79 7.09 1.76 3.00 .41 .27 .72 .75 14 3.34 .98 8.78 2.20 2.99 .51 .34 .72 .78 13 4.09 1.20 10.68 2.67 2.98 .62 .41 .72 .81 12 4.71 1.38 12.23 3.06 2.97 .71 .84 8 X 2.5 C 16 2.89 .85 7. 94 1.75 3.08 .70 .47 .38 .72 .91 .75 14 3.60 1.06 9.98 2.30 3.07 .87 .47 .90 .78 13 4.41 1.30 12.14 3.00 3.06 1.06 .58 .90 .81 12 5.07 1.49 13.90 3.47 3.05 1 1.22 .66 .90 .84 k 2� Page 12 of 36 ER -5409 TABLE 5. -k -ZEE SECTIONSI -'s SECTION PROPERTIES 201 AXIS X - X AXIS Y - Y D X Bs X B2 SECTION GA WEIGHT AREA Ix Se Rx lySy Ry L LSIFT' IN2 IN4 IN3 IN . IN' IN3 IN IN 3.5)(1.5X1.5 3.5X1.52 16 1,56 .47 .76 .50 1.38 .33 .19 .91 .74 14 1.97 .56 .9.1 .62 1.37 .43 .2, .9i .77 <X2.1.25X2.375 4X2.5Z 16 2.0-6 .61 1.54 .72 1.62 1.12 .35 1.36 .90 14 2.57 .76 1.97 .95 1.61 1.40 .48 1.35 .92 6X 2.125X2.375 6X2.5Z 16 '..c 'i 3.95 1.23 2.37 1.2_ .90 14 3.G? .91 5.05 ..63 2.36 1.40 .43 1.24 .92 13 3.77 1.11 6.13 7.00 2.35 1.73 .59 1.25 .95 12 :.':: 1.28 7.01 2.7.9 :7. 34 2.01 .68 1.25 .97 7X 2.125X2.375 7X2.5Z 16 2.6ii 19 5.57 1.52 2.72 1.17. .18 1.19 .9: 14 3.34 .98 7.25 2.(7: 2.72 1.40 .,R 1.19 .92 13 4.09 1.20 8.82 2.47 2.71 1.73 .59 1.2c. .95 12 4.71 1.38 10.10 2.33 2.70 22.01 .68 1.20 .97 8X 2.125X2.375 8X2.5Z 16 2.39 .85 7.78 1.3J 3.07 1.13 .38 1.15 .90 14 3.60 1.06 9.94 2.41 3.06 1.40 .48 1.:5 .92 13 4.41 1.30 12.11 2.97 3.06 1.73 .59 1.:6 .95 12 5.07 1.49 13.57 3.:1 3.05 2.01 .56 1.1-6 .97 6 X 2.625 X 2.875 8X32 16 3.10 .9L 8.49 1.85 3.14 1.79 .52 1.40 .90 14 3.85 1.14 10.99 2.43 3.13 2.24 .65 1.40 .92 13 4.72 1.39 13.56 3.10 3.12 2.76 .80 1.4_ '.95 12 5.13 1.50 15.5: 3.79 3.12 3.20 .92 1.4- .°7 8X 3.125X3.375 8X3.52 16 3.31 .97 8.93 1.89 3.20 2.67 .68 1.60 .90 '14 4.12 .1.21 11.45 2.55 3.19 3.3S .85 1.66 .91 13 5.04 1.48 14.95 3.20 3.18 4.13 1.05 1.07 .95 12 5.80 1.71 17.21 3.73 3.18 4.77 1:20 1.67 .97 9X2.125X2.375 9X2.52 16 3.10 .91 10.31 2.03 3.41 1.. i2 .38 1.11 .50 143.F..S 1.14 13.10" 2.94 3.41 1.40 .48 ;.11 .92 13 4.72 1.39 16.05 3.52 3.0 1.73 .59 1.12 .95 12 5.43 2.60 13.39 4.02. 3.39 2.01 .67 1.12 .97 201 4 Page ,23 of 36 E:;-3409 FIGURE 2 "M" PANEL 2''I 3,4, TABLE 8A' za.a.s For Si: 1 inch = 25.4 mm, 1 ksi = 6.89 MPa, 1 psf = 0.0479 Pa, 1 in -kip = 113 kN-m NOTES All calculations for the properties of panels are calculated in accordance with Chapter 22, Division VII of the code. z• ix is for deftection determination. Sx is for bending. 4 Ma is allowable bending moment. S• All Nslues are for one foot of panel width. TABLE 8B - ALLOWABLE UNIFORM LIVE LOADS (pSf)'.2.3A5.6.7.3 29 Gage (Fy = So KSi) SECTION PROPERTIES 26 Gage (Fy = 80 KSi) PANEL GAGE F (K -I) WEIGHT (PSF) TOP FLAT IN COMPRESSION Ix Sx Ma (in.,/n.) (in. ?fro (in. Kip) BOTTOM FLAT IN COMPRESSION I S M (n. ie.) on. 3/n.) (in. KiP) 29 1 80.0 0.75 0.0194 0.0302 I 1.1073 0.0132 0.0291 I 7.0462 26 1 80.0 0.94 0.0262 0.0434 1.5610 0.0180 I 0.0409 1.4710 2450.0 52.3 1.14 1 0.0338 0.0574 1.7182 0.0243 1 0.0531 7.5892 22 50.0 1,44 1 0.0429 0.0750 2.2454 0.0334 1 0.0667 2.0556 For Si: 1 inch = 25.4 mm, 1 ksi = 6.89 MPa, 1 psf = 0.0479 Pa, 1 in -kip = 113 kN-m NOTES All calculations for the properties of panels are calculated in accordance with Chapter 22, Division VII of the code. z• ix is for deftection determination. Sx is for bending. 4 Ma is allowable bending moment. S• All Nslues are for one foot of panel width. TABLE 8B - ALLOWABLE UNIFORM LIVE LOADS (pSf)'.2.3A5.6.7.3 For Sl: 1 foot = 304.8 mm, 1 ksi = 6.89 MPa,1 ib/ft' = 0.0479 Pa NOTES I Allowable toads are based on uniform span lengths and Fy of 80 ksi for 29 and 26 gage and Fy of 50 ksi for 24 and 22 gaga 2 Live load is allowable live load. Wind lead is allowable wind load and has been increased by 33.333%. + Deflection loads are limited by a maximum deflection ratio of L/240 of span or maximum bending stress from live load. a Weight of the panel has not been deducted from allowable loads. Load table values do not address web crippling requirements or connection of panel to substrate. * Minimum bearing length of 1.5' required. a See Figure 3 for fastener location. 3(D 29 Gage (Fy = So KSi) 26 Gage (Fy = 80 KSi) SPAN TYPE LOAD TYPE- 3.0 1 4.0 SPAN IN FEET 5.0 6.0 1 7.0 8.0 3.0 4.0 SPAN W FEET 5.0 E.0 7.0 8.0 SIMPLE NEGATIVE WIND LOAD 1103.3 1 58.1 37.2 25.8 1 19.0 14.5 145.3 81.7 52.3 36.3 26.7 20.4 LIVE uADrDEFLETiON 47.1 19.9 10.2 5.9 3.7 2.5 63.6 26.8 13.7 8.0 5.0 r 3.4 2 -SPAN -NEGATIVE WiND LOAD 109.4 61.5 39.4 27.3 20.1 15.4 154.2 86.7 55.5 1 38.5 28.3 121.7 _IV_ LGAD/DEFLECTION 77.2 32.6 16.7 9.7 6.1 4.1 105.3 44.4 22.7 13.2 8.3 1 5.6 3 -SPAN NEGATIVE WIN -D LOAD 136.7 76.9 49.2 34.2 25.1 19.2 192.7 108.4 69.4 48.2 35.4 27.1 _IV= LOAD/DEFLECTION 60.5 25.5 13.1 I 7.0 4.9 3.2 82.5 34.8 17.8 1 10.3 6.5 4,3 4 -SPAN -NEGATIVE WIND LOAD 127.6 71.8 46.0 31.9 23.4 17.9 179.9 101.2 664.8 1 45.0 33.1 25.3 OR MORE LIVE LOAD10EFLECTiON 64.2 27.1 7T978.0 1 5.1 3.4 87.5 36.9 18.9 ( 10.9 1 6.9 1 4.6 24 Gage (Fy = 50 KSI) 22 Gage (Fy = 50 KSI) SPAN TYPE LOAD TYPE 3.0 4.0 SPAN IN FEET 5.0 6.0 7.0 8.0 3.0 SPAN IN FEET40.7 4.0 5.0 6.0 7.0 8.0 SIMPLE NEGATIVE WIND LOAD 157.0 88.3 1 56.5 � 39.2 29.8 1 22.1 203.0 1 114.2 73.1 1 50.S 37.3 28.6 LIVE LOAD/DEFLECTION 82.1 34.6 17.7 1 10.3 6.5 1 4.3 104.2 43.9 ( 22.5 13.0 8.2 5.5 2 -SPAN NEGATIVE WIND LOAD 169.795.5 51.1 42.4 31.2 23.9 221.8 124.7 79.8 55.4 40.7 312 LIVE LOAD/DEFLECTION 1i 7.7 60.0 30.7 17.8 112 7.5 152.3 82.4 42.2 24.4 15.4 10.3 3 -SPAN NEGATIVE WiND LOAD 212.1 119.3 76.4 53.0 39.0 29.8 277.2 155.9 99.8 69.3 50.9 39.0 LIVE LOAD/DEFLECTION 111.3 47.0 24.0 13.9 I 8.8 5.9 153.0 64.6 33.1 19.1 12.0 8.1 4 -SPAN NEGAT IVE WIND LOAD 158.1 (111.4 '1.3 I 49.5 I 36.4 -.3 258.8 145.6 93.3 54., i 47.5 36.4 OR MORE LIVE LOAD/DEFLECTION 118.2 49.9 25.5 14.3 9.3 6.2 162.4 68.5 35.1 20.3 1 12.8 8.6 For Sl: 1 foot = 304.8 mm, 1 ksi = 6.89 MPa,1 ib/ft' = 0.0479 Pa NOTES I Allowable toads are based on uniform span lengths and Fy of 80 ksi for 29 and 26 gage and Fy of 50 ksi for 24 and 22 gaga 2 Live load is allowable live load. Wind lead is allowable wind load and has been increased by 33.333%. + Deflection loads are limited by a maximum deflection ratio of L/240 of span or maximum bending stress from live load. a Weight of the panel has not been deducted from allowable loads. Load table values do not address web crippling requirements or connection of panel to substrate. * Minimum bearing length of 1.5' required. a See Figure 3 for fastener location. 3(D Page 29 of 36 ER -5409 TABLE 13 -ultra-dale #219m 1,2A4.5 12" Coverage *--12' T f SECTION PROPERTIES 18" Coverage L 3' + 1314• SECTION PROPERTIES TOP FLAT IN COMPRESSION BOTTOM FLAT IN COMPRESSION TOP FLAT IN COMPRESSION BOTTOM FLAT IN COMPRESSION PANEL GAGE Fy (KSI) WEIGHT (PSF) Ix S.M. (in 41ft.} (in.3 t.) (Kip In.) ix (In.°!ft) S. (in.3ft) Me (Kip in.) 26 50 1.23 0.1296 0.0741 2.2181 0.0824 0.0740 2.2145 24 50 ' 1.48 - 0.1759 0.1036 3.1030 0.1052 0.0966 28910 22 50 i 1.66 0.2337 ^! 0.1419 42476 0.1430 0.1348 4.0363 18" Coverage L 3' + 1314• SECTION PROPERTIES 24" Coverage 24' SECTION PROPERTIES TOP FLAT IN COMPRESSION BOTTOM FLAT IN COMPRESSION TOP FLAT IN COMPRESSION BOTTOM FLAT IN COMPRESSION PANEL GAGE Fy (KSI) WEIGHT (PSF) Ix (In?Ift) j Sx I (1n.3lft.) Ma (Kip in.) 11c (in.4Rt.) Sx (In 3tft.) I Me (Kip in.) 2650 ... --............ ...................................................................-..__ 24 ............................................... 50 1.09 0.1577 I 0.0847 + 2.5364 0.0550 0.0494 1.4797 1.32 0.2247 0.1227 3.6746 _.... 0.0703 0.0646 1.9344 22 50 - 1.66 0.3158 i 0.1886 5.6456 0.0958 0.0904 2.7070 24" Coverage 24' SECTION PROPERTIES For St- 1 inch = 25A mm, 1 ksi = 6.89 MPa, I pst = 0.0479 Pa,1 in -kip = 113 kN-m. NOTES �• All calculations for the properties of Ultra-Dek' panels are calculated in accordance with Chapter 22, Division Y11 of the code. �• Ix is for deflection determination. Sx is for bending. 4• Ma is allowable bending moment. s• All values are for one toot of panel width. 3k TOP FLAT IN COMPRESSION BOTTOM FLAT IN COMPRESSION PANEL Fy WEIGHT Ix Sx Ma Ix Sx Me GAGE (KSI) (PSF) (in °/R.) (In.3tft) (Kip In.) (In. -ft) i (in.3/fQ (Kip In.) 26 ---.__....... 50 1.02 0.0911 0.0468 1.4012 0.0413 0.0371 1.1110 24 ........... 50 1.23 _..... 0.1282 _.... 0.0666 1.9945 ...............i....... _ 0.0528 0.0485 1.4528 22 50 1.56 0.1905 0.1031 3.0861 0.0720 0.0680 I 2.0350 For St- 1 inch = 25A mm, 1 ksi = 6.89 MPa, I pst = 0.0479 Pa,1 in -kip = 113 kN-m. NOTES �• All calculations for the properties of Ultra-Dek' panels are calculated in accordance with Chapter 22, Division Y11 of the code. �• Ix is for deflection determination. Sx is for bending. 4• Ma is allowable bending moment. s• All values are for one toot of panel width. 3k Page 32 of 36 ER -5409 TABLE 16 — ultra-dek 24 Coverage 4 24- L 3' 19%, TABLE 16 — ALLOWABLE UNIFORM LIVE LOADS (psflr?•3.4.5.6 26 Gage (Fy = 50 KSI) SPAN TYPE LOAD TYPE 3.0 ( 3.5 4.0 ! 4.5 5.0 J 5.5 f 6.0 S NGLE SPAN IN FEET 1S6 _ 3.0 3.5 4.0 4.5 5.0 5.5 ! 6.0 SINGLE_..._ POSITIVE WINO LOAD 138 102 ( 78 ( 6250 j 41 35 LIVE LOAD%DEFLECTION - 104 _. _ 76 _ 3846 _........... ...... ....._ 37 __.. 31 26 2 •-- POSITIVE WIND LOAD 110 _ 8162 .. 49 40 . 33 27 -SPAN _ LIVE LOAD/DE-7i ION 82 _ 60 -- 46 37 30 _.......................__— 24 21 3 OR _POSITIVE WIND LOAD – _ 137 j _ 101 _._. 77 _ _ 61 49 – 41 34 MORE LIVE LOAD/DEFLECTION 103 i —76 58 _ 46 37 31 24 24 Gage (Fy = 50 KSI) SPAN LOAD TYPE TYPE SPAN IN FEET 3.0 ( 3.5 4.0 ! 4.5 5.0 J 5.5 f 6.0 S NGLE POSITIVE WIND LOAD _ - 1S6 _ 144 ! 111 _ ( 87 71 _ ( 58 _ ( 49 LIVE LOAD/DEFLECTION 148 109 83 ( 66 53 44 ( 37 2 -SPAN POSITIVE WIND LOAD .......... ....... 143 105 81 ( 64 _ 52 43 ( 36 _ LIVE LOAD.DEFLECTION 1C8 79 61 48 39 32 —– 27 3 OR POSITIVE WIND LOAD 179 131 101_ 80 64 53 45 MORE _ LIVE LOADrDEFLECTION 135 99 76 60 48 39 30 22 Gage (Fy = 50 KSI) SPAN LOAD SPAN IN FEET TYPE TYPE 3.0 ( 3.5 i 4.0 4,5 1 s.7-7 5.5 6.0 POSITIVE WIND LOAD 304 223 j 171 135 109 90 76 SINGLE _... _..._. ._.. __._. LIVE LOAD!DEFLECTION 229 168 129 102 ( 82 68 67 2 -SPAN POSITIVE WIND LOAD 200 147 113 89 72 60 _ 50 LIVE LOADIDEFLECTION 151 111 85 67 54 4S 38 30R .POSITIVE WIND LOAD 251 184 _ 141 111 9075 63 MORE LIVE LOAD/DEFLECTION 188 138 108 84 688 54 41 For SI: 1 toot = 304.8 mm, 1 ksi = 6.89 MPa,1 pst = 0.0479 Pa. NOTES +• Allowable loads are based on uniform span lengths and Fy of 50 ksl. z Live load is allowable live load. 5• Wind toad is allowable wind bad and has been increased by 33.333%. Deflection loads are limited by a maximum deflection ratio of L1240 of span or maximum bending stress from live load. a Weight of the panel has not been deducted from allowable loads. s. Load table values do not include web crippling requirements. 3� E SECTION PROPERTIES(MBCI) SIZE -. weight Axis x -x Axis y -y B t d R Area per foot - lx Sx Rx ly Sy Ry IN IN IN IN SO IN PLF IN^4 IN A.3 IN IN"4 IN A3 IN 3.5 1.50 0.060 0.74 0.09375 0.470 1.60 0.760 0.500 1.38 0.380 0.190 0.910 3.5 1.50 0.075 0.77 0.09375 0.580 .1.97 0.940 0.620 1.37 0.480 0.240 0.910 4.0 2.00 0.060 0.50 0.09375 0.513 1.75 1.330 0.665 1.61 0.480 0240 0.967 4.0 2.00 0.075 0.50 0.09375 0.636 2.16 1.533 0.816 1.60 0.582 0.291 0'.957 4.0 2.50 0.060 0.90 0.09375 0.610 2-08 1.380 0.720 1.62 1.120 0.390 1.360 .4.0 2.50 0.075 0.92 0.09375 0.760 2.59 1.810 0.950 1.61 1.400 0.480 1.360 6.0 2.50 0.060 0.90 0.09375 0.730 2.48 3.600 1.230 2.37 1.120 0.380 1.240 6.0 2.50 0.075 0.92 0.09375 '0.910 3.10 4.710 1.630 2.36 1.400 0.480 1.240 7.0 2.50 0.060 0.90 0.09375 0.790 2.69 5.210 1.520 2.72 1.120 0.380 1.190 7.0 2.50 0.075 0.92 0.09375 0.980 3.34 6.810 2.010 2.72 1.400 0.480 1.190 8.0 2.50 0.060 0.90 0.09375 0.850 2.89 7.190 1.800 3.07 1.120 0.380 1.150 8.0 2.50 0.075 ' 0.92 0.09375 1.060 3.61 9.400 2.410 3.06 1.400 0.480 1.150 8.0 2.50 0.090 0.95 0.18750 1.300 4.42 11.630 2.970 3.06 1.730 0.590 1.160 8.0 2.50 .0.105 0.97 0.18750 1.490 5.07 13.460 3.410 3.06 2.010 0.680 1.100"0 8.0 3.00 0.060 0.90 0.09375 0.910 3.10 7.800 1.850 3.14 1.790 0.520 1.400 8.0 3.00 0.075 0.92 0.09375 1.140 3.88 9.960 2.430 3.13 2.240 0.650 1.400 8.0 3.00 0.105 0.97 - 0.18750 1.600 5.45 15.270 3.790 3.12 3.200 0.920 1.410 8.0 3.50 0.075 0.92 0.09375 1.210 4.12 10.760 2.550 3.19 3.350 0.850 :1.660 8.0 3.50 0.105 0.97 0.18750 1.710 5.82 16.250 3.730 3.18 4.770 1.200 1.670 9.0 2.50 0.060 0.90 0.09375 0.910 3.10 9.560 2.030 3.41 1.120 0.380 1.110 9.0 2.50 0.075 0.92 0.09375 1.140 3.88 12.520 2.840 3.41 1.400 0.480 1.110 9.0 2.50 0.105 0.97 0.18750 1.600• 5.45 17.940 4.020 3.39 2.010 0.670 1.120 10.0 2.50 0.075 0.92 0.09375 1.210 .4.12 16.200 3.300 3.74 1.400 0.480 1.080 10.0 2.50 0.105 0.97 0.18750 1.710 5.82 23.250 4.670 3.73 2.010 0.670 1.080 10.0 3.00 0.075 0.92 0.09375 1.290 4.39 17.010 3.180 3.82 2.240 0.650 1.320 ...1.0.0 3.00 0.105 0.97 0.18750 1.810 6.16 26.080 5.140 3.81 3200 0.920 1.330 10.0 3.50 0.075 0.92 0.09375 1.360 4.63 18.250 3.270 3.90 3.350 0.850 1.570 10.0 3.50 0.105 0.97 0.18750 1.920 6.54 27.580 5.070 3.88 4.770 1.200 1.580 12.0 3.50 0.075 0.92 0.09375 1.520 5.17 27.340 3.990 4.58 3.350 0.850 1.490 12.0 3.50 0.105 0.97 0.18750 2.130 7.25 42.760 6.550 4.57 4.770 1.200 1.500 .060 = 16 GAGE .075 =14 GAGE .090 =13 GAGE .105 =12 GAGE C' SECTION PROPERTIES(MBCI) SIZE. weight Axis x -x Axis y -y D B t d R Area per foot Ix Sx Rx ly Sy Ry IN IN IN IN IN SQ 1N PLF IN^4 IN A3 IN IN^4 IN"3 IN 4.0 2.50 0.060 0.75 0.09375 0.610 2.08 1.510 0.690 1.63 0.550 0.350 0.950 4.0 2.50 0.075 0.78 0.09375 0.760 2.59 1.960 0.900 1.62 0.680 0.430 0.950 6.0 2.50 0.060 0.75 0.09375 0.730 2.48 3.860 1.190 2.37 0.640 0.370 0.930 6.0 2.50 0.075 0.78 0.09375 0.910 3.10 5.020 1.550 2.36 0.790 0.460 0.930 6.0 3.50 0.060 0.75 0.09375 6.0 3.50 0.075 0.78 0.09375 6.0 4.00 0.060 0.75 0.09375 0.910 3.10 4.790 1.350 2.50 1.980 0.760 1.470 6.0 4.00 0.075 0.78 0.09375 1.140 3.88 6.130 1.760 2.50 2.460 0.940 1.470 7.0 2.50 0.060 0.75 0.09375. 0.790 2.69 5.540 1.470 2.73 0.670 0.370 0.920 7.0 2.50 0.075 0.78 0.09375 0.980 3.34 7.200 1.910 2.72 0.830 0.460 0.920 8.0 2.50 0.060 0.75 0.18750 0.850 2.89 7.600 1.750 3.08 0.700 0.380 0.910 8.0 2.50. 0.075 0.78 0.18750 1.060 3.61 9.870 2.300 3.07 0.870 0.470 0.900 8.0 2.50 0.090 0.81 0.18750 1.300 4.42 12.140 3.000 3.06 1.060 0.580 0.900 8.0 2.50 0.105 0.84 0.18750 1.490 5.07 13.900 3.470 3.05 1.220 0.660 0.900 8.0 3.50 0.075 0.78 0.18750 1.210 4.12 11.150 2.510 3.19 1.960 0.790 1.270 8.0 3.50 0.105 0.84 0.18750 1.710 5.82 16.360 3.680 3.18 2.760 1.120 1.270 8.0 4.00 0.075 0.78 0.18750 1.290 4.39 11.830 2.690 3.25 2.720 0.980 1.450 8'.0 4.00 0.105 0.84 0.18750 1.810 6.16 16.970 3.930 3.23 3.830 1.380 1.450 9.0 2.50 0.060 0.75 0.18750 0.910 3.10 9.820 1.970 3.42 0.720 0.380 0.890 9.0 2.50 0.075 0.78 0.18750 1.140 3.88 13.060 2.710 3.41 0.900 0.480 0.890 9.0 2.50 0.105 0.84 0.18750 1.600 5.45 18.420 4.090 3.39 1.260 0.670 0.890 10.0 2.50 0.075 0.78 0.09375 1.210 4.12 16.820 3.150 3.75 0.930 0.480 0.870 10.0 2.50 0.105 0.84 0.18750 1.710 5.82 23.740 4.750 3.73 1.300 0.680 0.870 10.0 3.50 0.075 0.78 0.09375 1.360 4.63 18.530 3.270 3.90 2.100 0.810 -1.240 10.0 3.50 0.105 0.84 0.18750 1.920 6.54 27.560 5.010 3.89 2.970 1.150 1.240 10.0 4.00 0.075 0.78 0.18750 1.440 4.90 19.450 3.330 3.96 2.920 1.01 1.43 10.0 4.00 0.105 0.84 0.18750 2.030 6.91 28.510 5.320 3.95 4.120 1.42 1.43 060 = 16 GAGE .075 = 14 GAGE .090 = 13 GAGE 105 = 12 GAGE J 4r �" 5360 WOP-KMAN MILL ROAD WHtTi1E,q, CatLlFORNI,q 90601-Z299 • A subsidiary corporadorn of the international Conference of Building Officials EVALUATION REPORT COpyri.Sht m 1997 iCHO Evaluation Service. Inc. M? -_2C.2 Reissued June 1, 1 - c, - Filing Categorf FASTENERS -Screws (06c; OAR T S` BRANO SEj DRILLING/SE:F-TQPp!NG S -, i c_L SC=L1111 COMPASS iNTERNA71ONAL POST OF=ICE BOX '875 ANAHEIM, CALIFORNIA 92803 1.0 SUS.lECT DARTS' drEnd Self-Ii0riling/Se!f-Tapping Steel Screws 2.0 DESCRIPTION 2.1 General: DARTS'=' Brand straw fasteners are menufa�urad fron heft 7cated s=21 and have a oozing earsis,;rlg of phosphate aind/or electro- plEtad Zinc. Screws are se!f-d,h!lingisa!f-,agoing stagl scFews avail- aNe in varices nomirz S,.Enk diameters ranging from O.i33 to 0.250 inch (3.31 a 6.35 mm), with norninal shank lenVis varying trom /1a to 11/, crat=es (i 1 A to 32 Fir„) with smcca` or k;turfed Shanks. The Scre':ts are. a/aiiZ-We in head styles af pe.1, hex- ,vasl-er ha x e fl- . pa:;ca,a• .< :, veal=r and bugle. The screws con;,ly :vitt SAE J76 and ASTIM C g_a. AilCWahlc `- I as ,_a.=:i--c. Oce- z _re. awr in fable 1. A!IC'Na�.Stc Va(U.S are .a: a Si;, •- $„= at $ant - y:_ ',n" -era .cr,sist,ng at "Vo $tC°! =_-tS of u.e .'at°r�G l/�_ _fit .11: :ie$ -.S,- -'al $l imus: t:1;,ift,'!,i: witch AS 7M. =: SO Grade a. _. she= - 1 3_ wiu-, :: ,irimup 33,�G0 psi (2== M?a) yield Vr2!19u, 'Cr ,T.iMimun uriczvzt- thick, assns ar 0.0� olid GA'78 ' . •-? !rtch inti (G..1 .-.p and ..21 ,....). and Gr=_ - =. „1 a rrini= =G• psi; (3 . , IVtra) yield s.rang?h for pini,;.:... a:lac::ed G ick.-,,=szes of G.07 inti and O. i 04a" ince (1.?C. ers must pro Mi de through the attached members allr?a full Lire_,_; be;rand ttla attached nenber,_ The connection is for t2reni.;g studs to tracks, studs, truss numbers, or strap bracing Ca!d-fel-„ed stet! members complying with distance 2230, Division V. of the cede. The disnce from the center :f a fastener to the edge and end of a stud a track s"Ell net be less Ulan three times the screw diameter. Tine minimum edge and end distance frons connections subje:;ed shear fare in one direction only may be reduced to 1.3 -times the screw diameter in the direction perpendicular to the force. 2.3_ identification: ' Fastener heads are marked with the Campass International logo as noted in Figure 1. Each box of fasteners has a label bearing the DA..A7S'3 brand name, tasterer description, head style, size, point type, length; q,_,antit+/, country of origin, IC20 ES av luaian 1-apcl ER -5202, and screw gun RPM recanmendazicn as noted in Fgura 2. 3.0 EVIDENCE SUBMITT TE] eCGI : of S'ccr :Fid 'tort$ �•li '-SCS in _ torte withc_,AIS( 2- �,,-"iEticrs _:�u product dasc:ipt;cr,. 4.0 FiNO(NGS T r.at the DAR~ T S"O Brand Selt-771;111ng/Se!:`-72pping Steel Sc-aws described in this report canply with the 195: Uaircrm 9uild!r Code-, subject to the fallowing conditicns: ' 4.1 F2steners are installed in accar,2Gce wits', the martufEc'_r e:'s instr,:ct!ons and this report. 2.2 Installation: 4.2 Allowable shear and tension values comply with Table 1. �An I J'? Se!f-rtllii:'s $c!`-tc�,'uirtg � a h- orad I a sc:c.v fast_ne.s installed 4.3 Allowable loads shall not be inc:a=sed due to duration •.f w;:iaut rc'trilling doles in uhe ,?cai:•ir er^ era g n_.,,i:_ of c�r,-c"On,. toad such �hrcu h fUo. 1 - � �' as wind or ear•` ke `-;-� g G sc:_•:r diapet=r„ lust _= ills _clod - witn ;, gar ;;avirg 2,;,irtir„u,;, Saeed at 2.500 mmn, with 1,3G0 1940 'c=ur, Supplement: inis r� - fur les,=ra 3 cif ,Va. 12 and '/4-inc. straw dlape:ar incorperzt- rets,. rcr, is .._-=cit=d rpr Ing z d==u-scn$itS'r= or tar-que-ii,T,iit, g rG52 plc=2. irS:112r lest_.^.- Tnis rerart is subject to r_-e�mination in ` year,. .vc TABLE, -AL' awABt=StrtEW LOSCS1s Gags et naterim in cntaa wife 3C1w head Gaga al na,erul I+atfn c�stid I.itrt acne head Y i C+etTts�.esJ (<-1 O.WJf I - to ,e >:RSC .7r.,. (,---•�'•r ].CJI 0.0an, Ia Ia 1, Ia e.Da7, Y•r!I•.t �[1Y1 1 Z tLal,a O.aJ,a I 0.CT,t' ...07th I I: 0.1 Ya 12 so I so I ZIOea Serve I W..-s,w. I I- I S'ra. ret-1....� I...e Off. ►stn Oar Mr 7r•..n S,.•.r I so T. 0 AZ 169 a[ o ,..�.. J„•.. I -...�. •s 0.1� 1Z s ui tss •10 0.190 O.39A 2'-1 2= 9; I30 Ia7 023 a5; 452 2.7 436 3� •12 0=16 0_9d 57+23 IJ 13 3+a 155 [,i '3 232 IZ7 '726 C9 _30 3J3 620 IS 377 S;a 363 fat nth 0.=�0 4ad0 • 247 I'_ JB1 r77 6L :9g S29 I'9 660 aaa 37S 497 Far Si: 1 inc4 : ZSA F -M I Ibr a 4,45,'4. 1 psi a 6.d91.•1 = 699 920 I36 1.102 :4I ' i 1Seee1 neaboJ ek,al fa'ram to So C -i o T'Sp, Al. of the.W. P -+].-.t A 637 Crede i7 S.Q -hh a "'A"" of 37.= Id Yield aaa,Lsh. • 16 P la t2 jy �Ay� , A Gnde 30 S.Q. _;1h : aieirenun of 3QA00 0 Yield arta eh. loads us hscd as Ie nalmds pno.;dd its ALS; G 9i.1. Tat Msheda larMchzniely �t•:7 a $e!(.er'11 seine Fsu-,d Cold-Fsmld Syed Conneiortz SateY faear Err•n.,,. n repor�,- o%IC.30 cv�t•. :"R .. Server, Ind err C:ucc idiocy to proviZE ia:vomwean ra C4==A me;nberr o IC3 n• bc-e? Evalue=ort rrpor:- ss real w he cora=:.- rd = repr_rr.=rS cr_:;:ems. or % 0. ur.:rry .l:e r_ t: _pon x hici tf a report 'ren for, e of .4r r_oje= reaor_ �] othe.-� �r:es not :pec if !.Y c �:-rz:ed rater_-a:rrmer.- TrJi: rr?or b=ed upon asdependent to=- or otfter teciitie- -! .- •_bran -_-ed 3y tht opj, rrxt Tyr IC30 f�•h:... : test rc t!d, and/or other d`, but dao: Rat pos; e:: ter-: j� IE:cs to ce an ' iJsdeJJt r 'n Serriec, Ilse, tecin _ r=ff A:; rrYL ed the Fir imp&e4 a: to any "F:a1�rs�• or other asr=er in Qifieetio.z Terre is na ,.ananty by 1C30 EraLtan Ste; l� tht report' or o trey ?ref�.4G awre"d by the report- T7rit di:e.'adrnrr Ender, but Zr not E- 1:p, Page t of 2 35 WHART,ON AND ASSOCIATES Title : 541 `S . f. MILLIKEN AVE Scope : SUITE H Number: 011rFA_R I O , CA 91761 Mi s c . 909-605-6865 Dsngr : Date:20-Jan-99 MULTI -SPAN STEEL BEAM DESIGN'& ANALYSIS Page --------------------------------------------------- DESCRIPTION » SPRINKLER LOAD --------------------------- I --- Span 1 -1 --Span 2 -1 --Span 3 -1 --Span 4 -1 --Span 5 -1 --Span 6 -1 --Span 7 -1 --Span 8-1 ALL SPANS SIMPLE SUPPORT ? N y/n SPAN LENGTH fti 12 12 12 END FIXITY..... Lftl 1 1 1 1 1 1 1 1 Fix,Pin,Free = 2,1,0 Rt) 1 1 1 1 1 1 1 1 AISC SECTION ---------->> I None None None None None None None None --- CALCULATED VALUES ----- I ---------- ------------------ ------------------ --------------------------- Fb - Allowable psil fb - Actual psi fv - Actual psi Moment 51 Left ft-ki -2.0 -1...6 " Right ft-kj -2.0 -1.6 Max. Mom. a Mid -Span ft-kj 1.9 0.4 1.4 X -Dist ftj 5.84 6.08 6.96 Shears: Left ki 0.66 0.73 0.84 Right ki 1.00 0.67 0.57 Reactions: Left: Dead kj 0.1 0.2 0.2 Live ki 0.6 1.5 1.3 Total kj 0.7 1.7 1.5 Right:Dead ki 0.2 0.2 0.1 Live ki 1.5 1.3 0.5 Total ki 1.7 1.5 0.6 Max. Def -t. a Mid Span ini X -Dist fti ---- BEAM DESIGN DATA ----- I ---------- ------------------ ------------------ ------------------I---------I UNBRACED LENGTH ftl Fy ksil 50 50 50 36 36 36 36 36 SECTION AREA in^21 BEAM DEPTH inj 4.00 4.00 BEAM WIDTH ini FLANGE/WALL THICKNESS ini WEB THICKNESS ini I -XX in^41 I -YY in^41 rT, X:Sar, y, LL Spacing APPLIED LOADS I--------- --------- --------- --------- --------- --------- --------- USE ------ ---------- USE LL THIS SPAN? Y/Nj Y Y Y Y Y Y Y Y UNIFORM....... DL klf1 0.013 0.013 .0.013 LL klfj 0.1 0.1 0.1 POINT........ DL kj 0.05 LL ki 0.25 0.05 0.05 X -Dist. fti 6 6 6 ------ QUERY VALUES --------------- -----------------I---------I---------------------------� Location ftj 6.00 Shear kj -0.32 0.73 0.84 Moment ft-kj 1.93 -2.02 -1.64 Deflection inj 0.000 678.000 678.000 WHARTON AND ASSOCIATES Title 6I0,1. .S ' t MILLIIMN AVE Scope SUITE H Number: ONTARIO, CA 91761 Misc 909-605-6865 ---------------------------------------------------------- Dsngr : Date:03-Nov-98 MULTI-SPAN ---------------------------------------------------- STEEL -------------- BEAM DESIGN & ANALYSIS Page DESCRIPTION » SPRINKLER LOAD --------------------------- ---Span 1 -I --Span 2 -I --Span 3 -I --Span 4 -I --Span 5 -1 --span 6 -I --Span 7 -1 --Span 8-1 ALL SPANS SIMPLE SUPPORT ? N y/n SPAN LENGTH ftI 10 10 10 END FIXITY..... Lftl 1 1 1 1 1 1 1 1 Fix,Pin,Free = 2,1,0 Rti 1 1 1 1 1 1 1 1 AISC SECTION ---------->> I None None None None None None None' None --- CALCULATED VALUES -----I ---------- --------- --------- ------------------ --------- ---------I--------- Fb - Allowable psi) fb - Actual psil fv - Actual psil - Moment a Left ft-kI -1.5 -1.1 It It Right ft-kI -1.5 -1.1 Max. +tom. a Mid -Span ft-kl 1.4 0.2 1.0 X -Dist ftl 5.00 5.07 5.80 Shears: Left kl 0.57 0.62 0.70 Right kI 0.86 0.56 0.48 Reactions: Left: Dead kl 0.1 0.2 0.2 Live ki 0.5 1.3 1.1 Total kl 0.6 1.5 1.3 Right:0ead kl 0.2 0.2 0.1 Live kl 1.3 1.1 0.4 Total kl 1.5 1.3 0.5 Max. DefL. Mid Span inI X -Dist ftl ---- BEAM DESIGN DATA ----- I ---------- I---------I- --------I --------- I --------- I---------I---------I---------I UNBRACED LENGTH ftl Fy ksil 50 50 50 36 36 36 36 36 SECTION AREA in^2I BEAM.DEPTH in] 4.00 4.00 BEAM WIDTH inI FLANGE/WALL THICKNESS inI WE3 THICKNESS inl I -XX in^4l I -YY in^4I rT, X:Bar, y, LL Spacing I ------ APPLIED LOADS ------I----------I---------I---------I---------I---------I---------I---------i---------I USE LL THIS SPAN? Y/NI Y Y Y Y Y Y Y Y UNIFORM....... DL klfl 0.013 0.013 0.013 LL klfj 0.1 0.1 - 0.1 POINT........ OL kI 0.05 0.05 0.05 LL kI 0.25 X -Dist. ftl 5 5 5 ------ QUERY VALUES ------- I----------I---------I---------I---------I---------I--------- --- ------I--------- Location ftl 5.00 Shear kI 0.00 0.62 0.70 Moment ft-kl 1.43 -1.45 -1.14 Deflection inI 0.000 565.000 565.000 r • f 10. ,. O sR ' [ C rI em== Evaluation service, Inc. 11� A 5360 WORKMAN MILL ROAD • WHITTIER, CAL)=ORNIA 90601-2299 A subsidiarycorporarion oitne Intemational Conference of Building O��iciais EVALUATION REPORT Cooyright C 1999 IC30 Evaluation Service, Inc. Filing Category: FASTENERS --Concrete and Masonry Anchors (066) ITW RAMSETIRED HEAD SELF -DRILLING, TRUBOLT WEDGE. AND MULTI -SET 11 CONCRETE ANCHORS rT1N RAMSETIRED HEAD 1300 NORTH MICHAEL DRIVE WOOD DALE, ILLINOIS 60191 1.0 SUBJECT ITW Ramset/Red Head Self -Drilling, Trubolt Wedge, and Multi -Set II Concrete Anchors. 2.0 DESCRIPTION 2.1 ITW Ramset/Red Head Self -Drilling Anchor. 2.1.1 General: The ITW Ramset/Red Head anchor is a self - drilling concrete expansion shell anchorwdh a single cone ex- pander. Both elements are made from heat-treated steel. The steel for the body conforms to AISI C-1 21_1 4, and the steel for the plug conforms to AISI C-1010. The anchor has eight sharp teeth at one end and is threaded internally at the other end. The outer surface of the tubular shell at the toothed end has annular broaching grooves and four milled slits. At its threaded end, the anchor is provided with an unthreaded chucking cone that has an annular break -off groove at its base for flush mounting. Anchor shell and expander cone are electrodeposit zinc and chromate -plated. 2.12 Installation: Embedment, spacing, edge distance, and concrete requirements are shown in Tables 1 and 2. The anchors are installed by a Model 747 Roto -Stop Hammer, by air or electric impact hammer, or by hand. The anchor is used as a drill in forming the hole in normal -weight concrete. After the hole is formed, the anchor must be removed and the hole thorouonly cleaned. The hole depth is regulated by the drill chuck. A Red Heac Plug must be set into the bottom of the an- chor prior to insertion in the hole. The concrete anchor must be driven over the plug, to cause expansion of the anchor in the hole. The chucking end of the anchor is broken off with a hammer blow. Verification that the anchor has been installed properly is evidenced by the fact that the anchor does not project above the surface of the concrete and the red plug is visible at the bottom of the hole. 2.2 ITW Ramset/Red Head Trubolt Wedge Anchor. 2Z1 General: The Trubolt Wedge anchor is a stud bolt type of drop-in anchor. The anchors are cold -formed or machined from zinc -plated ano chromate -dipped carbon steel, hot - dipped galvanized carbon steel or stainless steel. Steel used to produce the anchors complies with AISI C-1015 to AISI C-1022 and AISI C-1213 carbon steels. Type 304 or Type 316 stainless steels. Hot -dipped galvanizing complies with ASTM 153 Class C requirements. The expander sleeves are fabri- cated from stainless steel or carbon steel meeting the require- ments of Type 302 or AISI C-1010, respectively. Cold -formed ER -1372 Reissued March 1, lgog anchor studs are available only for the 1/4 -inch-, 3/8 -inch-. 1/27inch-, 5/8 -inch- and 3/4 -inch -diameter (6.4, 9.5, 12.7, 15.9 and 19.1 mm) wedge anchors. The anchor stud is threaded at its upper end and has a straight cylindrical section reduced in diameter, around which the expander sleeve is formed. A straight -tapered section enlarging to a cylindrical base acts.ta increase the diameterof the expander ring as the stud is tight- ened in the concrete hold. The expander ring, which is formed around the stud bolt, consists of a split -ring element with a "coined" groove at each end. The expander ring is designed to engage the walls of the concrete hold as the tapered portion of the stud is forced upward against its interior. 2.2.2 Installation: Embedment. spacing, edge distanca, and concrete requirements are shown in Tables 3, 4, 5 and 10. Holes must be predrilled in normal -weight or lightweignt concrete with carbide -tipped masonry drill bits manufactured within the range of the maximum and minimum drill tip dimen- sions of ANSI B212.15-1994. The anchors must be installed in holes the same nominal size as the anchor size, with a greater depth than the length of embedment desired, but no less than the minimum embedment. The hole must be cleaned out prior to installation of the anchor. The anchor must be tapped into the hole to the embedment depth desired, but no less than the minimum embedment. A standard hexag- onal nut and washer must be used over the material being fastened and the nut tightened until the minimum installation torque, as indicated in Tables 3 and 10, is reached. 23 ITW Ramset/Red Head Multi -Set If Anchor. 23.1 General: The Multi -Set anchors are designed to be installed in a predrilled hole equal to the ancnor diameter. The anchor consists of a shell formed from carbon steel or stain- less steel meeting the minimum requirements of AISI C-1213 orType304, respectively, and an expansion plug formed from carbon steel or stainless steel meeting the minimum require- ments of AISI C-1010 or Type 303, respectively. The expan- sion end is divided into four equal segments by radial slots. The expansion plug is preassembled and is cylindrical in cross section. 23.2 Installation: Embedment, spacing, edge distance,. and concrete requirements are shown in Tables 6, 7 and 9. Holes must be predrilled in normal -weight or lightweight con- crete with carbide -tipped masonry drill bits manufactured within the range of the maximum and minimum drill tip dimen- sions of ANSI 8212.15-1994. The anchors must be installed in predrilled holes, the hole depth and diameter for each an- chor size being listed in Tables 6. 7 and 9. After the hole is drilled, it is cleared of all cuttings. The anchor is set by instal- ling the expansion shell and then driving the cone expander with a setting tool provided with each anchor size. When the Evaluation rrporrr of ICBO Evaluation Service, Inc- are issued solely to provide information to Class A members of /CBO. utili--strR the code upon which the report is based Evaluation repos are motto be concaved as representing aesthetics orany otheramibutes not specifically addrrssed noras an endorsement or recommen- dation jos use of the subject report This report is based upon independent tests or Other technical data submitted by the applicant. The ICBG Evaluation Service. Inc.. ;ethnical stajjhas reviewed the test results and/or otherdata but does dot possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service. Inc- expressur implied as to any "Finding" or other maser in the report or as to any product covered by the report. 77tis disclaimer includes. but is not limited to. merchantability. Page 1 of 7 ,5b r-age,2 o; i EA -1372 cone expander is driven down into the anchor, the legs of the 4.0 FINDINGS shell expand. 2.4 Design: Allowable static loads are as set forth in Tables 1, 3, 6, 9 and 10. Allowable loads for anchors subjected to combined shear and tension forces are determined by the following equation: (Ps/P)5/3 + (Vs/ V)513 s 1 where: Ps = Applied service tension load. Pr = Allowable service tension load. Vs = Applied service shear load. V = Allowable service shear load. The anchors cannot be subjected to vibratory loads. Sources of such loads include, for example, reciprocating en- gines, crane loads and moving loads due to vehicles. 2.5 Special Inspection: When special inspection is required, compliance with Section 1701.5.2 of the code is necessary. The special inspector must be on the jobsite continuously during anchor installation to verify anchor type, anchor dimensions, concrete type, con- crete compressive strength, hole dimensions, anchor spac- ings, edge distances, slab thickness, anchor embedment and tightening torque. 2.6 Identification: The concrete anchors are identified by their dimensional characteristics, the anchor size, and by the length code stamped on the anchor. The conical -shaped expander plugs are colored red. See Figure 1 for additional details. Length codes are in Table 8. Packages are identified with the anchor type and size, the manufacturer's name and address, and the name of the quality control agency, PFS Corporation. 3.0 EVIDENCE SUBMITTED Data complying with the ICBG ES Acceptance Criteria for Ex- pansion Anchors in Concrete and Masonry Elements (AC01), dated January 1999. That the ITW Ramset/Red Head fasteners described in this report comply with the 1997 Uniform Sui/ding Code7", subject to the following conditions: 4.1 Anchor sizes, dimensions and installation are as set forth In this report. 4.2 Allowable shear and tension loads are as set forth In Section 2.4. 4.3 Calculations justifying that the applied loads com- ply with this report are submitted to the building of- ficial for approval. 4.4 Special inspection is provided as set forth in Sec- tion 2.5. 4.5 Anchors are limited to installation in untracked concrete, which is concrete subjected to tensile stresses not exceeding 170 psi (12 MPa) as in- duced by external loads, deformations and interior exposures. 4.6 Anchors are limited to nonfire-resistive construc- tion unless appropriate data is submitted to dem- onstrate anchor performance is maintained in fire - resistive situations. 4.7 Anchors are manufactured at Highway 12, Michi- gan City, Indiana, with inspections by PFS Corpora- tion (NER-QA251). 4.8 Use of electroplated or mechanically plated carbon steel anchors is limited to dry, interior locations. Use of hot -dipped galvanized carbon steel or stain- less steel anchors is permitted In exterior -expo- sure or damp environments. 4.9 Except for ITW Ramset/Red Head Carbon Steel and Stainless Steel Trubolt Wedge anchors embedded In normal -weight concrete, as noted in Table 3, use of anchors in resisting earthquake or wind loads is beyond the scope of this report. 4.10 The anchors are not subjected to vibratory loads. such as those encountered by supports for recip- rocating engines, crane loads and moving loads due to vehicles. This report Is subject to re-examination in one year. TABLE 1-4TW RAMSET/RED HEAD SELF -DRILLING ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds)1,3.4 f" • 2.000 pd f', . 4.000 pu I MIINMUM lenNon Tension BOLT ANCHOR EMBEDMENT With Witheirt DIAMETER DIAMETER DEPTH Spod�t Spodal special Wltho Inch) Inch) nelMsl InsPsetton= Inspection Show Inspection Inspection special Sher X14 9/16 Ij/�2 415 210 295 650 325 i 365 1g '/16785 785 395 770 1,035 520 650 3/2 X1116 21/]2 1.150 575 920 1.555 775 i 930 18 132 21 h2 1S10 755 1.605 2.485 1,240 j 1.755 j/4 I 31/a 1.985 995 2.495 3.165 j I.S85 i 2575 For SI: I in = 25.4 mm, 1 lbf = 4.45 N. I psi = 6.89 kPa. 'The tabulated shear and tensile values are for anchors installed in normal -weight concrete having the designated ultimate compressive strength at the time of installation. Values have been tabulated for both ASTM A 307 and A 449 bolts installed with the device =These tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5. 4The minimum concrete thickness is 11/2 times the embe °The anchors are illustrated as follows: dment depth, or the embedment depth plus three times the anchor diameter, whichever is greater, 39 Page 3 of 7 SHEAR AND TENSION VALUES (pounds)t,-43•e ER -1372 ' it yTABLE2-RECOMMENDED r'r a 2j= pal I r,.. 4400 Pat SPACING AND EDGE DISTANCE REQUIREMENTS FOR I W RAMSETIRED � r'o a 6'000 pal ANCHOR INSTALLATION HEAD SELF -DRILLING ANCHOR1 W1Csut Tension Tension i DESCRIPTION DIAMETER (Inelssl TORQUE (Ib! • R) OIpTYI (Ine1w1 MIN. Edge Distance -red EdVe Olt e� SOadn9 Min. Alla aw■ Soaung Between Anmora DOLT DETER (inch) ANCHOR DIAMETER Ineht EMBEDMEh1T DEPTH to Obtain Mas Wonting Load Lead Fa�w Applied OAS for Tension Opp Max.s) RequLrsd Wendng Load (Incisal Load Factor Acolled 295 Sher 150 Ineneai (Incites) . 0.75 for Shaer (Incneal ■ OM for Tona+on . . 0.70 for Shaer 3/4 18 9/16 116 I 13/32 its116 I 1 I 31/8 I 1131 16 ' 1/ 2 II /16 17/ 32 11 I 2 /16 13/8 I 53/8 I 211/16 eu 4o I I 21/32 39116 I 3/16 I 71/83/8 16/32 420 210 580 213/32 4318 81116 16 ayX 814 ! 1 I 31/4 511116 I 2'/8 ( 11318 511/16 For SI: I inch = 25.4 mzzL I I I 1,035 1.530 355 765 I I 790 1.125 'Linear interpolation may be used for intermediate spacing and edge distanecs. 1.165 51.165 1.485 TABLE 3-4TW RAMSET/RED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds)t,-43•e r'r a 2j= pal I r,.. 4400 Pat � r'o a 6'000 pal ANCHOR INSTALLATION EJI6EDIt/ENT Tentalen W1Csut Tension Tension i With DIAMETER (Inelssl TORQUE (Ib! • R) OIpTYI (Ine1w1 Special Instrdon� Inaoihout Special � SpseJd I Without WMn SpedN WtMatt I Speaal I 1/4 8 1118 295 Sher 150 Inspection Inapeectlon Sher Inspeellon Inapealan Shear I 12;/e6 I s 350 I 420 I 445 I I a I 420 2.80 eu 4o I 420J50 8475 25 I 0 I 18 25 !'/2 3 420 210 580 560 280 825 410 655 710 4 I 870 I 1.200 443305 I 1 I I I 1,035 1.530 355 765 I I 790 1.125 1/2 55 2'14 1.165 51.165 1.485 740 1.530 765 468 I I I 580 1.190 I 1810 I 1.275 640 I I 1.190 1,810 1,760 880 1.760 1.335 665 2,410 j.2OS I 2Zj05 .355 I I �� 5/8 90 234 51/s I I 1.645 1.645 820 1780 820 1,795 900 1.355 1.780 2,430 1215 2.405 71/2 1.765 I I 2.400 I 880 3.730 1.865 2.975 4,095 I I 2.045 I 3.!30 3 1a 175 31/4 3.755 1.880 4.095 2045 63/8 1.780 I 2.745 890 I 2530 1375 5.080 2.710 1,355 3.430 3.325 1.665 3.995 10 2.745 1.375 4,425 4.470 I 2.210 I 2.235 5.935 I 5.065 I 2530 I 5.935 �/8 I 250 33/4 68 2580 1 .190 3.290 3.685 1.840 5.895 2.950 4,145 4,355 2180 a I 3665 3.665 I 1.835 835 I 5220 I 5,235 I 2.620 I 7.200 I I 3.045 I ».790 7.200 . 300 41/2 5580 2.790 6.090 3.045 I 3.485 3.650 I 1.745 4 020 173/8 7.170 5.045 2520 5.705 5.295 2.650 6.120 91/2 4.675 2.3x0 I I 5.6 5 I 3.0000 I 9.485 I I I 9.520 1114 500 I 51/2 4.535 2.270 5.820 6595 3.3004 8.315 4.1660 0 7.365 8.410 8 10 6.835 I 9.035 .413 4,515 1 8.770 I 111.385 I 10 I 11.065 I I 4,205 I 5.=:5 12.640 S.b95 14 075 7.Os0 For SI: 1 inch = 25.4 mm. I psi = 6.89 kPa. 1 Ibf • ft = 1.355 818 N • m. 1 Ibf = 4.45 N. IThe tabulawdshearand tensile values ate for anchors installed in stone -aggregate concrete 2Thc holes ate drilled with bits complying with ANSI 8212.15-1994. The having the designated ultimate compressive strength at the time of installation. bit diameter equals the anchor diameter. 3These tension values are applicable only when the anchors °The minimum are installed with special inspection as set forth in Section 25. concrete thickness is 11/2 times the embedment depth• or the embedment 5Allowable static loads depth plus three times the anchor diameter. whichever is may be increased one-third for earthquake or wind resistance in greater. 6The anchors are illustrated as follows: I accordance with Section 1612.3.3 of the code. No further Increase :s - :!O A cd. �ge �cif 7 TABLE 4—RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR TENSION LOADS FOR n`W RAMSETIRED HEAD TRUBOLT WEDGE ANCHORST ANCHOR EY8®MENT Edge Clean Required o Obtain Mae Edg-m- -- OLIm tnnce (IneMa) Spayrtg Required to Oblaln Mar`.I=ng DIAMETER DEPTH Phones) rrcir8 War ldn9 Load (Irwrasl load Factor Applied . 0.45 L� (Inenaal 1/4 11/g 6 121/8 2 11 s�86 1 313/ I 101/1/2 8 16 53/8 7 /8 13/16 3/ 3 16 31s 13 2 23 9 6 5114 4 11 For SI: 1 inch = 25.4 mm. 3 11/z 6 -7-- 1/2 21/4 41/8 313/16 2 71/8 ' 6 31/8 4(/2 19/16 21/4 63/ 916 /g I 2�/a 51/g 413/16 37/9 2 /t6 115/16 / with Table 10. 22%86 711/8 6 3/4 31/4 6% 5� 116 113/ 1/ 5 71/2 21/2 33/4 915/16 7/8 33/4 684 69/16 33/ 15 1 61/a 31 I 121/2 63 12 1 4�/2 77/8 313/16 15314 918 2 7 i /g 71/8 311/16 I 39/16 143/4 141/4 i 1 /4 582 98/g 41/ 16 191/4 10 71/2 33/4 1615 For SI: 1 inch = 25.4 mm. 11-inear interpolation may be used for intermediate spacing and edge distances. =Spacings and edge distances shall be divided by 0.75 when anchors are in lightweight placed structural concrete in accordance with Table 10. ANCHOR DIAMETER Inehsal 114 TABLE S—RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR SHEAR LOADS FOR ITW RAMSET/RED HEAD TRUBOLT WEDGE ANCHORSI BABEDMENr DEPTH (Inches) 11/8 113/16 11/2 3 21/4 41/g 23/4 51/8 65/4 e Edea 0lsunea RagWred to Obtain Maz Wareing toad (Incise) (See Figure 2) 2 113/16 313/16 53116 4116 6 /16 511/16 83/16 Min. Edge Distance at whia the Load Factor A.pp4ad . 0.60 (Inches? (See Figure 21 13116 t 13/4 3 31/8 37/8 33/4 5 Distance at Whlol the Load Factor Applled . 0.20 (Inehea) (See Figure 2) N/A N/A N/A 11/2 N/A 19/16 N/A 113/16 N/A 21/, Spacing Required to Obtain Max. V=Load (Inciraq 313/16 6 77/3 63/16 9318 711/16 113/8 gls/ l/8 3;/4 6 /4 69/16 81/2 43/16 N/A 6 131/ 61/4 31/g 121/2 1 73/a 1 101/1/2 8 16 53/8 7 /8 N/A 311/16 153/4 143/4 1'14 582 Ili/86 68a N/A I 191/4 For SI: 1 inch = 25.4 mm. 16 N/A = Not applicable. 1 Linear interpolation may be used for intermediate spacing and edge distances. 2Spacings and edge distances shall be divided by 0.75 when anchors are placed in strucDlral lightweight concrete in accordance with Table 10. ER -1372 1 Wn. Allowable Spacing Bee.r..n Anchors (Inenaal Load Factor Applied - 0.70 2 113/IR 3 3 313/ 31/ 41/ 4 1 rf 513 16 7112 6 /4 6 71/9 73/8 71/s 93/8 8 71/2 Min. Allowable Spacing Behreen Anchors (Incite) toad Factor Applled ■ 0.40 2 113/16 Z3/g 3 331/16 8 413/16 37/s tl 511-116 5 69/16 61/a 77 /—x 8 I