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HomeMy WebLinkAbout072-150-025RESIDENTIAL' • "' r A.r r 072-150-025 PERMIT#95-1646 Y PICARD, Paul � r i c 243 Mission Olive Rd!', Oroville Cont: Sierra Mobile Ex MH On Perm Fnd • ' r:h t ` yY 1 i THE HUDIR OR T O BE RECORDED UNTIL ONE OF THE FOLLOWIN "i HAVE BEEN TURNED IN TO THE BLDG DIV: (1) LICENSE PLATE(S) (2) LICENSE DECAL (3)- STATEMENT OFF C r 4 • • r 1 r r. r. Itr r . r { Jr .\• r JOB FINALED (Date) Signature COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 1-1,1 mboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE /P, t' cz-ZJ OWNER PERMIT NO. A routine inspection indicates that the follow'g violations of Butte County Ordi ances exist at the above address and should be correcte . Please notify this office correction of work is completed. If you have any quer s� rtainin or need additional explanation, please contact this office immed' to 9 D11 ate /� Inspector REV 10/921 J=OK O=Not OK Not RyableeadMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoni equirements-Setbacks Easements ootings; Size -Spacing -Marriage ' _ s; a e Connect rs-Breakers-Clearances rain; MH Test -Fall -Flex Connector r; MH Test -Regulator -Connector 7. Water and r Connected -C/O to Grade -HD Approval 8. Gas and Elect _n ged 9. Exi nsp.-Sketch 17 Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 i t j r., MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed ' 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (: = Date UNDERFLOOR (Plans) OK except N's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except n's 1E. Water Htr.: Vent -Access -Combustion Air -Baffle ---------------- ----------------------- 17. Water Pipe: Test & Anchor -Nail Protection ---------------- 18. D.W.V.: Test -Fittings & Anchor -Nail Protection --------------- ------ - ------------------ 19. Shower Pan; Test. First Floor -Tub Access - 20. Test Tub & Shower. Second Floor -Tub Access - - - - ---------------- 21. Gas Pipe: Size & Anchors --------------------------------------------------------------------- - 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. Elec. Receptacles Spacing -Lights & Switches at Doors ---------- --------------------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled - -------- - -- -- -------------------------- 25. Romex Installed Close to Edge of Studs & C.J. ------------------------------ ---------------------------------------------- 26. Equip Ground made up w/Meth. Fastners-Bond Gas & Water -------- ---------------------------------------------------------------- 27 2 Appliance Circuts in Kitchen & Conductor Size/GFI ------------------------------------------------------------------------- ----- 28. Subfeed Wire Size i r ga. Cu or AI-A.C. Wire Size ! / ga. --------------- -----or----At---------------------------- ------------------------------ 29. Range Circ. / / ga. Cu or AI -Oven Circ. / ! ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ------------------------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ----------- --------------------------------------------------------------- _ _____ 31. Equip. Clearances Panels -Motors -Meth. Equip. 32. Clothes Closet Light -Shower -Light-Spa Light --- -- -------------------- ----------- - --- - - - -- - 33. Smoke Detector -------------------------------------------------------------------------------- Date Card -B-1 Date Card -B-1 -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except O's 34. A.C. Ducts Insulation & Support ------------------------------------------------------------ ---------------------- 35. Vent Fan: Exhaust above insulation ------------------------ ----- ---------------------------------- 36. Condensate Drain & Overflow: Size & Grade ---------------------------------- --- 37. Furnance-Vent: Access -Comb Air -Return Air Vent -115 outlet 38 Attic Access & Platform if Furnance in Attic ------------------------------------------ -- - Card B-1 Date Card B-1 -------------- ------------------------------------------------------------------ Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except n's 39. Sils. Proper Material & Anchors -------------- ---------------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ----------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing --- ------------------------------------------------------------------------- --- 42. Draft Stop in Walls (rat proof) ------------------------------------------ ----- ----------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub --------------------------------------------------------------------- 44. Headers & Beam -Size & Bearing 1 Single & Duptex) " Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties -Pullin -roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance - -- 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles _____49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing _ __ _ _51. Property Line Firewall & Openings - - - - 52. Ext_Doors_One 3' -Check Garage -3rd Story, 2 Exits -- --- 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection - -54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer _56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ------- ---- 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings -------------- ------------- 60. Infiltration -Walls -Windows --------------------------------- Date _ _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except a's --- 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector ' 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ------------------------------------ 64. Bedroom Exiting ------------------------- -------------- 65. G.F.I. & Bath Fixtures & Tub Access -Spa ------------------------------ 66. Elec. Trim & Subp anel: Breaker Sizes & Labels ---------------------- 67. Stairs -&-Rai-Is 68. Fireplace or Stove: Clearances -Hearth 69. Elec. Outlets at Wood Panel: Int. & Ext. - ----------------------- __70._ Kit.Fixt. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter - ---=-- 72. Garage Fire,Door: Swing -Landing -Closer --------------------------------- -- -------- - 73.-.A.C.-Duct in -Garage -Damper - -------------------------- 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection ------------- ----------------- 75. Plb__Elec_ & Mech_Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection -- - -------------------------------------------------- 7;. Insulation -Foam -Looked in -Attic ❑ Yes -------------------------- 78. -Guard -Rails & Deck -Const ruction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No 81. Stucco: Brown -Finish ----------- ------------------------------ -- -- 82. A.C. Unit: Disconnect. Electrical, Plumbing ------ -----------------------------' --- -- 83. Vents Above Roof: Plb9 APP liance-Firep lace. -Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing - ---------------------------------------- -- ----- 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground -------------------------------------------- --- 86. Ventilation Throughout House 87. Glass Protection - --------- ---------- 88. Corrections from Previous Inspections ------ --------------- ------------------------------------------ 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval - _91.._ Energy Compliance Certificate -Other Certificates - -- --- --------- ------------------------ ---- ---- - Date I Card B-1 Date Card B-1 ------------ ------------------------------ ----------- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 -County Center Drive - Oroville, California. -95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT•�fT ASSESSOR PARCEL NUMBER 072-150025 ZONING BUILDING PERMIT OWNER PAUL PICARD TELEPHONE SO. FT. OCC. BUILDING VALUATION 1848 R 99,792.00 OWNERS MAILING ADDRESS 243 MISSION OLIVE RD OROVILLE, 95966 CONTRACTOR'S NAME MOBILE SERVICE TELEPHONESIERRA CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNXNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ -119-75 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 2300 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 243 MISSION OLIVE RD PERMITFEE $ OROVILLE 95966 PLUMBINGPERMIT Filing Fee 1 20.00 Each Trap 7.00 LOT NO.� SUBDIVISION'S NAME PARCEL MAP 54 Solar Or heat pump water heater 23,00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome EX Other SPECIFY WaterP�P 9 I in 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other M Describe Work: _PF,RM FOUNDATION FXTSTTNG SITE - EXISTING MH (28X66') Mobile Home I S I GI W @20.00 PERMITFEE $ 50-00 Contractor ELECTRICAL PERMIT Filinq Fee 20:00 Main Service a00V OR LESS ( 2000A OR LESS / 23.00 Main Service ( 200A TO 1000A ) 46.00 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. G/ License Class p Lic. No. 47��D� OWNER -BUILDER DECLARATIONEx. 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, 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 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. ) SO. 3.5tt FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) Occup. (ourLErsFIXED PREslo.�ea1 t23. Temporary Service Mobile Home Facilities Misc. Wiring 23.00 PERMITFEE $ 43.00 Contractor 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 F erformance of the work for which this permit is issued. Q 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 i surar�,ce carrier and policy number are: Carrier z AAS MECHANICAL PERMIT Filing g Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number q G `y q) -'s (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 shallTOTAL 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 Ith those provisions. X Date (1 �S --- Signature of Applicant - ❑ Owner ❑ Contractor ❑ A n 9 PP e 9 An OSHA permit is required for excavations over 60" deep and demolition or constr tion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE FEE $ 455.75 HAZ. D. FEES IMP FLO D 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. ��I BY Date pGIP PERMITEXPIRESON 2 10 .. [ (Date) Receipt No. 180632 — 83.00// ly qJa7rv WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSFrECJrOR GOLDENRO APPLICANT 141114f1will1\Iwal M COUNTY.OF BUTTE - DEPARTMEN OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 I PERM PO R- / Proposed Building Use APPLICATION DATA SHEET P. No. - a Building Inspector Date 5� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1, All items h v been submitted . ........................................ 2. Plot plan sets, signed by preparer of plans . ......................... . 3. Complete 5ns, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check)..... . 9. Mobilehome and ma f turer's installation instructions, 2 sets. ........... Fees of $�o), �!........................................ 11. Impact fees as shown on attached schedule. ............................. . ,12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and,plot plan approval Health Department . ............ 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ..........Pre -Inspection �. queT- 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owne4 , Mail to owner _). ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :................. . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... When you issue the permpt, process as follows: Mail to owner. Mail to contractor. Telephoned $ and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prio top it iss rice: Ci cle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was dvised of above required data by _ phone _ mail Counter by _ Date Plans checked by �)y Date %- I'D'g S�Plans approved by I� `� Date - Sets of plans on hold in File cabinet � AP folder K ' -Z-(., Copy - Department of Public Works AND WHEN RECORDED WILL TO - BUILDING DIVISION Aos 7 COUNTY CENTER DRIVE fxrr, OROVILLE CA 95965 STATE, ,Ri a 95-026346 1 95-026346 195-026346 s 95-0263461 Rec Fee I Total Recorded I Official Records I County of I Butte I Candace J. Grubbs I Recorder I 2:22pm 8 -Aug -95 I C011S NOTICE OF MANUFACTURED.HOME, (MOBILEHOME), OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM XX .00 .00 2 11 Recording of this document of the request of the locoi agency indicated is in accordance with California Heolth and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all per- sons thereafter dealing with the real propeAy. Paul A. & Cheryl -R. Picard BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 243 Mission O 1 i y e Rd. 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS 0royi 11 e . Butte CA 95966 OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE ZIP SAME 95-1646 (916) 538-7541 INSTALLATION MAIUNG ADDRESS, IF DIFFERENT BU NO PE TELEPHONE NUMBER CITY COUNTY STATE ZIP Sam UNIT OWNER (If also property owner, write "SAME") MAILING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION % 8795 SIGNATURE OF LOt7rXGENCY OFFICIAL DATE NONE DEALER NAME (If not a dealer sale, write "NONE") DEALER LICENSE NO. Bayshore HM Calif 5/18/89 Catalina MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER BHD1148A BHD1148B 64 x 14, 66 x 14 HWC166786, HWC166787 SERIAL NUMBERS) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 72-15-025 OR SEE ATTACHED LEGAL DESCRIPTION HCD FORM 433(A) 4/86 Y ,P14ENT OF NOLs W o O I 3 0 on y~j,NriY 0010 LEGAL DESCRIPTION A.P. #072-15-0-025 PARCEL 1: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 2, 1976, IN BOOK 59 OF MAPS, AT PAGE(S) 97 AND 98. PARCEL II: A NON-EXCLUSIVE ROAD AND UTILITIES EASEMENT OVER SPANGLER COURT AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 2, 1976, IN BOOK 59 OF MAPS, AT PAGE(S) 97 AND 98. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. BUILDING PERMIT NUMBER: 95-1646 Address or location of unit: 243 -MISSION -OLIVE- ROAD. OROVILLE Legal Description of Real Property: A.P. #072-15-0-025 -.PARCEL-I: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE -COUNTY OF BUTTE, STATE OF CALIFORNIA, ..ON NOVEMBER 2, 1976, IN BOOK 59 OF MAPS, AT PAGE(S) 97 AND 98. PARCEL II: A NON-EXCLUSIVE ROAD AND UTILITIES EASEMENT OVER SPANGLER COURT AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 2, 1976, IN BOOK 59'OF MAPS, AT PAGE(S) 97 AND 98. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. [X]Mobilehome/Manufactured Home [ ]Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: Owner's address: PAUL A AND CHERYL R PICARD 243 MISSION OLIVE ROAD, OROVILLE INSIGNIA OF HUD NUMBER: HWC 166786/166787 SERIAL NUMBER OR V.I.N. BHD1148A/B MANUFACTURER'S NAME: BAYSHORE HM CALIF YEAR: 1989 OFFICIAL APPROVING INSTALLATION: DATE: 8/7/95 PHONE: (916) 538-7541 H.C.D. 513C 4 r k-LUKUIM, br f lif ►A:.l.Lr !lii.c 03666 ,•p "s`•.' r:AND ESCROW COMPANY stow10. E 11 n55 Loan No.91-003666 Rec Fee 5.00 DOC 64.35 :.. Recorded i Check 69.35 WHEN RECORDED I+WLTO Official Records County of i PAUL A. PICARD and CHERYL R. PICARE Butt. i 243 MISSION OLIVE ROAD Candace J. Grubbs i 7 OROVILLE. CA 95968 Recorder i 11:52.■ 29 -Jan -91 I X 1 . MACE ABOVE TM L94 KM RECOADEFM UN AWL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX WAM +-13. 1r 0wgmA d an ow orwerwrr or wLw d popry owwrws 011 SAME AS ABOVE _ CrrpAsd an M mwldnwslsn Of. vtlrr fw Ulr a rronbrrwss ' •r•nrri� avve Of Asi . tq' X P� ZTn rrvlarainrwA Granfry d riaraa -stsWrw of D•dWw r Aprd d@6w"*" Iu - Fag isrsr GRANT DEED n-rsas FOR A VALUAME CONSIDERATION, WCOW of ~ IS hereby ed 40C1Qe4 MODELLE GRAF. an unmarried woman hereby GRANTM to r PAUL A. PICARD and CHERYL R. PICARD, husband and wife. as Joint Tenants aw read prop" NIM County of BUTTE w PARCEL 11, . State of Cel1ORt& de' - PARCEL 2. AS SHOWN ON THAT CERTAIN PARCEL MAP. RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE. STATE OF CALIFORNIA. ON NOVEMBER 2.1976„ IN BOOK 59 OF MAPS. AT PAGE(S) 97 AND 98. PARCEL. A NON-EXCLUSIVE ROAD AND UTILITIES EASEMENT OVER SPANGLER COURT AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE. . STATE OF CALIFORNIA. ON NOVEMBER 2. 1976. IN BOOK 59 OF MAPS. AT PAGE(S) 97 AND 98. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I. DECSCRIBED HEREIN. Dated _lar„wr; '94S 1491 I STATE OF COLOD " M COUNTY OF BUTTE I On JANUARY -'99T'TO 91 bd2w ...A ANGELA D. MASiEE p..wra,r ,p wW MODELLE GRAF prwWV mown b no for proved to nw on Vw be" of wWdory w•OMcN b b Vw prs0 s) whww rwnw(s) Were wbsabod b Ow wAl7+n lnaou+ws And wo►nwrdged b rrw VW fWsfrrt!" esmA•d Ow wane N hr,'hwAhrr rRhor{ZW eapacdy(d), and eW by hW mA1wM s•pnrhw•(s) on Vw rrbvnwr Vw prwnls) or Vw rrwY upon bdrll d wnc, Vw pwWgsl 8094 exectAed er rrburwrt WITNESS my hand ra onkW e"L or IICIAl UAL • Ir l ANGELA 0. tAASTT10TT0 •I µ.r vrC..-:� Alun Cul.. f ..7 • iZ a w �I .r1 • END OF DOCUMENT IMMM 74iiiMYM4"r.wnww.r.:;.. ::itM4 ..r,•lT. .- » _ � .--.- s^•'- . -� _ _ '!*r ' w.,, r. f STATE OF CALIFORNIA- DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT r CERTIFICATE'OF TITLE MOBILEHOME DECALNO. LAR3689 MANUFACTURER NAME/10 TRADE NAME BAYSHORE HM CALIF/90047 BAYSHORE HM MODEL CATALINA DOM 05/1(/89 DOT 05/19/89 DFS 05/16/90 SPC EXPIRATION U SERIAL NUMBER ) BHDI14M 2 M114M 3 4 5 e LAEL/I SIGNI NUMBER HHCir6786 HM166787 WEIGHT 014100 016320 E OTH 00768 000792 WID H 000 68 000168 I SUED 03/18/91 ENT M�iLIN0 ADDRESS C EXEMPT S C CNTY ST ZIP TOTAL FEES PAID: $25.00 f% A PICARD PAUL A/CHERYL Rfv D JTRS o 243 MISSION OLIVE RD R OROVILLE CA 95966 • • � r R PICARD PAUL A/CHERYL R ■ JTRS M I A 243 MISSION OLIVE RD a • I T L • OROVILLE 95966 a E 1. O REL 1 F EOItTERED OWNER o s 243 MISSION W I N T t u OROVILLE R S L t 0 A L O W n E 2.A R J u F I R O • R T 3. CITY NNte NEW IST JR. I/IVITY1.13. CNTY •T ZIP FILL IN ITENB 13 - 13 *** - PLEASE PRINT ADORN$• 1s. CITY CNTY fT ZIP NMN NEW 2ND JR. LIENHOLDER, FILL IN ITEM* 16 - 18 ititM f 16. NAME - PLEA•■ PRINT 17. ADDRESS le. CITY CNTY •T ZIP IMPORTANT 01-072-00003 THIS CERTIFICATE OF TITLE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. 0100001 RELEASE OP DEALER K* NEW REOISTERED,OWNER, TILL IN ITEMS 4 - 9 iHf 4.A) AND OR S) 0 ,NAME - PLEASE PRINT I •f ENT M�iLIN0 ADDRESS s) C CNTY ST ZIP f% CITY NNte NEW IST JR. I/IVITY1.13. CNTY •T ZIP FILL IN ITENB 13 - 13 *** - PLEASE PRINT ADORN$• 1s. CITY CNTY fT ZIP NMN NEW 2ND JR. LIENHOLDER, FILL IN ITEM* 16 - 18 ititM f 16. NAME - PLEA•■ PRINT 17. ADDRESS le. CITY CNTY •T ZIP IMPORTANT 01-072-00003 THIS CERTIFICATE OF TITLE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. 0100001 y.} ..y 3&4w��r�1.�.,e'r�r"%�.. :;"!yr'14/i�[wq�LL+�.-Y�lY. ._. •.`� .. .. . ..'f1l'fe�'• STATE OF CALIFORNIA— DEPARTMENT -OF HOUSING AND COMMUNITY DEVELOPMO REGISTRATION CARD MOBIL R t 'Ti � �" EHOME DECAL LA0. LAR3689, ' MANUFACTURER NAME/ID BAYSHORE HM CALIF/90047 TRADE NAME BAYSHORE HM MODEL CATALINA DOM 05/18/89 DDT 05/19/89 DFS 05/16/90 SPC EXPIRATION . U SERIAL NUMBER .A1NIONINUMBER EDNOb leOita 03A'91 EXEMPT 2 BHDI14M HWC166787 016320 000792 000168 SFVE TOTAL 3 4 FEES 5 PAID: B $25.00 0" i A 'a I T L t R ! 0 Os w N T a R • PICARD PAUL A/CHERYL R JTRS 243 MISSION OLIVE RD OROVILLE CA 95966 d PICARD PAUL A/CHERYL R j JTRS 15 243 MISSION OLIVE RD OROVILLE 95966 243 MISSION 0 OROVILLE I EY m r`� i•''4J t V P. .i UNITY S• i•. i a T t 'L O C r L O i 'D N i .t 0 i :r R IMPORTANT 01-072-00003' 'THE OWNER INFORMATION SHOWN ABOVE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT.,•.,_; OF HOTITLE STATUS MOF LATHE UHIT MAY DEVELOPMENT CONF RMED THROUGH TTHE HE DEPARTMENT. CURRENT 0100001 , r f AND WHEN RECORDED MAL TO. Ito�E BUILDING DIVISION Aos 7 COUNTY CENTER DRIVE trtr OROVILLE CA 95965 STATE. ad a 95-026346 1 95-026346 195-026346 9 5-026 Z346 1 Rec Fee .00 I Total .00 Recorded I Official Records I County of 1 Butte I Candace J. Grubbs I Recorder I 2:22pm 8-A6g-95 I COMS XX 2 SPACE RECORDER USE OILY NOTICE OF MANUFACTURED HOME, (MOBILEHOME),.OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at Ilia request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon (tie real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real propurty and shall be deemed to give constructive notice as to its contents to all per- sons thereafter dealing with the real property. Paul A. & Cheryl R. Picard BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSuING PERMIT and CERTIFICATE OF OCCUPANCY 243 Mission Olive R d. 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS 0rovi 11 e Butte CA 95966 OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE ZIP SAME _ 95-1646 (916) 538-7541 INSTALLATION MAILING ADDRESS. IF DIFFERENT BU PE TELEPHONE NUMBER CITY COUNTY STATE ZIP Same - UNIT OWNER (If also property owner, write "SAME") HAILING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION 8795 SIGNATURE OF l GENCY OFFICIAL DATE NONE DEALER NAME (If not a dealer sale, write "NONE") DEALER LICENSE NO. Bayshore HM Calif. 5/18/89 Catalina :AAIVUFACTURER'S "AME DATE OF MANUFACTURE MODEL NAME/NUMBER BHD1148A BHD1148B 64 x 14, 66 x 14 HWC166786, HWC166787 SERIAL NUMBERS) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 72-15-025 SEE ATTACHED LEGAL DESCRIPTION r 1 ,, 1�ENT OF HDG. .HCD FORM 433(A) 4/86 o �� ys �! CCL •�,� :1''�- _ n,�• rifCf�AF�tB �EEICr oy~�NITr cE �� 6 N�J4V 3 SS3N1St�� g�1�a0 S a3� 3�31l I . LEGAL DESCRIPTION A.P. #072-15-0-025 PARCEL I: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 2, 1976, IN BOOK 59 OF MAPS, AT PAGE(S) 97 AND 98. PARCEL II: A NON-EXCLUSIVE ROAD AND UTILITIES EASEMENT OVER SPANGLER COURT AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 2, 1976, IN BOOK 59 OF MAPS, AT PAGE(S) 97 AND 98. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. 1, 2 41 �u� ���'list'•� n ytitcS�QO^n�i1Q BALANCE OF FEES SHEI' DATE: PERMIT: r ASSESSOR PARCEL #: R'S NAME: /N �: �A, aWNE . FEES: (Amount and Purpose): , BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE: $ SRA $ COPIES $ URBAN AREA FEES $ CSA 87 (North Chico Spec.) $ ' WATER TENDER FEE $ BATTALION # THERM DRAINAGE FEE $ �j OTHER OTHER $ VALUATION - IF BALANCE OF FEES OR ADDITIONAL FEES: TOTAL VALUATION: $ ADDITIONAL VAL: $ (Check one) COUNTY CITY OF BIGGS (Check one) RESIDENTIAL. COMMERCIAL RECEIPT NUMBERS: r 3L SO `� 11/2/95 MR. PICARD: I RECEIVED A LETTER FROM THE STATE OF CALIFORNIA, DEPT OF HOUSING ASKING FOR THE "ORIGINAL" HCD CERTIFICATE OF TITLE AND THE "ORIGINAL" REGISTRATION CARD. EVIDENTLY THE FORMS WE SENT IN AUGUST AFTER THE FINAL INSPECTION ON YOUR MOBILE WERE COPIES. PLEASE RETURN THE ORIGINALS TO ME HERE AT THE BUILDING DIVISION AND I'LL FORWARD THEM TO THE STATE. THANKS FOR YOUR COOPERATION! A E BRANDEL BUTTE COUNTY BUILDING DIVISION 538-7541 STATE -OF CALIFORNIA - BUSINESS. TRANSPORTATION AND HOUSING AGENCY r PETE WILSON Governor DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT"'" -Ta`` DIVISION OF CODES AND STANDARDS P.O. Box 2111, SACRAMENTO, CA 95812-2111� n� �? %5, ' e , (916) 323-9224 or 1 00-952-8356 pevelopmeM Services Date: Oa 2 ,t California Relay Service For Hearing -Impaired: 7 From TDD Phones: 100-735-2929 N O V O L 995 From Voice Phones: 1-800-735-2922 File #: Oroville, California Decal #: L - OP, 3(o S q J Serial #: bfT D f Trade Name: Receipt #: . Off` Q SQ ` 5 Amount Recd: a a _ 951335 IMPORTANT: To complete the attached application, please return this letter, any receipts, any attached documents, and the item checked below to the above address. 1 HCD Certificate of Title or DMV Ownership Certificate (pink slip) or, if lost, an application for duplicate. ( e or duplicate is.E5.00.) A photocopy is NOT acceptable. Comment: (� � Q 1� 2 U .� AA6 0 ' .moo ( G, t A % G 2XOriginal copy of registered owners last issued Registration Card (HCD or DMV) or, if lost, an application for duplicate. (Fee for duplicate is .) A photocopy, Park Operator copy, or Legal Owner Informational copy is NOT acceptable.-{ Comment: 3._ Tax Clearance Certificate issued by the county tax collector where the mobilehome is located. 4._ Secure the HCD Insignia or HUD Label number(s) affixed either next to the front or rear entrance door or the left rear of each section of the mobilehome and`enter riunber(s) in the space provided on the enclosed application for registration form (HCD 480.5), where checked in red. 5._ Obtain the length and width for each transportable section (do not include hitch) and enter these measurements (in inches) in the space provided on the HCD 480.5, where checked in red. 6. 7.X Statement of Facts for Smoke Detector form (HCD 476.6a) completed and signed. o._ Designation of Co-owner Term form (HCD 483.1) completed and signed by each owner. 9._ Certification of Retail Value and Purchase Price form completed and signed by purchaser.ED See Attached. (Compute Use Tax and submit that amount in addi?ion to any other fees required. Use Tax is due unleas you can submit evidence of an exemption. This can be a form BT -111 f nxn the Board of Equalization), or Statement of Facts - Use Tax Exemption form (HCD 476.7) completed and signed. 10. _ Please pay additional fees in the amount of E for Bill of Sale from to The registration on this unit expires Applications submitted or resubmitted to this department within 60 days of the expiration date must be accompanied by renewal fees. The fees are E and must be paid prior to the expiration date to avoid penalty. Registration nd Titling Program Initials: HCD 493.8(a REV 8/92) DEPARTMENT OF HOUSING AND COMMUNITY RVELOPME T Do Not Mark In Box MANUFACTURED HOUSING REGISTRATION AND TITLING PROGRAM SUSPENSE RECEIPT 1957335 CREDIT MEDIA 00 LICENSE OR DECAL NO. MANUFACTURER TRADE NAME /V J, 19 /43 01?/i9S /9 l/j-ia- G� MANUFACTURERS SERIAL NO. DATE ORIG. FEE RECD. PRIOR S/R NO. p • P/C— f Lf� N $ �oL ADDRESS, .�- R.D.F: Calif. CITY ZIP CODE Decal Sticker .COMMENTS A • n/� OFFICE NO. WORW`% CASHIER NO. i DEPARTMENT OF HOUSING AND COMMUNITY I�EtOPMENT Do Not Mark In Box MANUFACTURED HOUSING REGISTRATION AND TITLING PROGRAM . 1957335 SUSPENSE RECEIPT ' CREDIT MEDIA LICENSE OR DECAL NO. MANUFACTURERS TRADE NAME MANUFACTURERS SERIAL NO. DATE ORIG. FEE RECO. PRIOR S/R NO. Fs NAME .1 ADDRESS R.D.F. Calif. L CITY ZIP CODE Decal Sticker COMMENTS OFFICE NO. WORK DATE CASHIER NO. ACCT -709 CUSTOMER COPY 87 97588 V. STATE"OF' CALIFORNIA — DEPARTMENT' OF HOUSING AND COMMUNITY DEVELoOPMENT �. TI 0 I 0 MNO. LAR3689 MANUFACTURER NAME/10 TRADE NAME MODEL DOM OOT DFS SPC E1(PMIATION BAYSHORE HM CALIF/90047 BAYSHORE HM CATALINA 05/18/89 05/19/89 05/16/90 U SERIAL NUMBER BHD1148A lA EL/1 SIGN NUMBER HHC1Z6786 WEIGHT 014100 TH 00768 WIDTH 000168 ISSUED 03/18/91104 C EXEMPT t 2 BHD11488 HHC166787 016320 000792 000168 3 TOTAL 4 FEES S PAID: e $25.00 PICARD PAUL A/CHERYL R!"' JTRS 243 MISSION OLIVE RD OROVILLE CA 95966 1 4 ' PICAtD PAUL A/CHERYL R JTRS r, 243 MISSION OLIVE RD OROVILLE 95966 1. RELP [OitT[R[O OWNER 243 MISSION 0 OROVILLE CA O IN N E 2.A R ■ C 3. R[L[At!'OP DEALER ISM NEW R[OItTERER,,OWNERr FILL iN ITEMS 4 - 9 IHS 4.A) AND OR S) ,NAM[ -ALAAB P OF" ,E mons k s ansae t CNTY tT ZIP 6. PUTUR! lawNiADDRKSB CITY *NK "ZW IST JR. S CNTY *Tzip r PILL IN iTRXQ 13 - 13 9HRt aJ ! - PL[At■ PRINT I/NIT Y4, ADDR[St is. CITY CH" BT ZIP MNN NEW 2ND JR. LIENNOLD[Rr PILL IN ITEMS 16 - it *K* 16. NAME - PLEA!■ PRINT 0 i 17 . ., ADDR182 CITY CNTY ST ZIP N• . IMPORTANT 01-072-00003 THIS CERTIFICATE OF TITLE MAY_NOT.:REFVECT ALL LIENS RECORDED WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. 0100001 S*0'� a S*0'� A PICARD PAUL A/CHERYL R nTM '�r STATE OF CALIFORNIA— DEPARTMENT,OF HOUSING AND COMMUNITY DEVELOPMENTs 4: F .:�.... o 243 MISSION OLIVE RD R OROVILLE CA 95966 i REGISTRATION CARD MOBILEHOME DECUNO. AR3689 MANUFACTURER NAME/10 TRADE NAME MODEL DOM OOT DFS SPC DIRRAT10N BAYSHORE HM CALIF/90047 BAYSHORE HM CATALINA 05/18/89 05/19/89 05/16/90 r' SERIAL NUMBER BM1148A FIF�16 �610NU1 NUMBER 014100 iffla 6811a O3/ l Si M� T 2 OW114M M C166787 016320 000792 000168 3 TOTAL FEES o PAID: e $25.00 A PICARD PAUL A/CHERYL R D JTRS o 243 MISSION OLIVE RD R OROVILLE CA 95966 i • RPIORD PAUL A/CHERYL R ti;T OF JiRSlob,. = R 245 MISSION OLIVE RD _• _ T L ■ OROVILLE 95966 R 0 c • 243 MISSION OOH RD ■ w OROVILLE CA 959�66/��� • {.ice, L r J S olwaft 'O LOAN ■ �W • tiR R UNITY .._.. = r At T 'o C 1 J L C r + ;JJ� ,. D n i o .+ R IMPORTANT 01-072-0000 THE OWNER INFORMATIOKSHOWN..ABOVE MAY NOT REMECT, ALL LIENS RECORDED WITH THE DEPARTMENT OF HOUSING AND COMMUNITY, -DEVELOPMENT AOAINST,..THEI�DESCRIBED UNIT. THE CURRENT •= TITLE STATUS OF THE UNIT MAY BE CONFIRMEDkTHROUGHITHE DEPARTMENT. 0100001 a0�it�t7^ S3K1St18 woo S340,10,31), 393a LZ 13Q ;li��an aid` • j'� is y BUILDING PERMIT NUMBER: 95-1646 _ Address or location of unit: 243 MISSION OLIVE- ROAD, OROVILLE Legal Description of Real Property: A.P. #072-15-0-025 PARCEL I:, PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE -COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 2, 1976, IN BOOK 59 OF MAPS, AT PAGE(S) 97 AND 98. PARCEL II: A NON-EXCLUSIVE ROAD AND UTILITIES EASEMENT OVER SPANGLER COURT AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 2, 1976, IN BOOK 59 OF MAPS, AT PAGE(S) 97 AND 98. EXCEPTING .THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. [X]Mobilehome/Manufactured Home . o [ ]Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. . . ' Owner's name: Owner's address: PAUL A AND CHERYL R PICARD 243 MISSION OLIVE ROAD, OROVILLE INSIGNIA OF HUD NUMBER: HWC 166786/166787 SERIAL NUMBER OR V.I.N. BHD1148A/B MANUFACTURER'S NAME: BAYSHORE HM CALIF YEAR : 1989 OFFICIAL APPROVING INSTALLATION: �✓�' DATE: 8/7/95 PHONE: (916) 538-7541 H.C.D. 513C f 1 f ..110, h vit IOk CODE? �' l4�t ilk i� 56�► SRI 1.N11 11�`�J SOH ._ _' Kt.I.UKU1hl. Kf•�Vt"�It.0 Cl hll\Al.�.t.l 1 t.L J' — 0 3 6 6 6 OaNo AXD F.SCKOW COMPANY v = l E Io. t 1 n55 Loan Nck 91-003666 Roc Fee. 5.00 •.. DOC 6.35 Recorded Check 69.35 Official Records J'v WHEN RECORDED MAIL County of t PAUL A. PICARD and CHERYL R. PIC Butt. t ;1 Candace J. Grubbs i 243 MISSION OLIVE ROAD OROVILLE. CA 95968Recorder i 11:52a■ 29 -Jan -91 1 X 1 . MALL ^DOVE TIM Uta! KW 11[OOFM" USE MAIL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX SUM +.rw0 1� . is cm fmd an ow owwwwwAm a w,. d Pt/ oea•ws OR SAME AS ABOVE _ co w and an to owrl0wsdan ofvain Ism IN" • ewibm" a ' •ewsiw It eft duds. pAJ4 l�vn t.nriursln� r'snlnr Anrla.in. -s j�raw d Odowl a *,Wd deowwk O W - Fier wm GRANT DEED n-�s-ss • FOR A VALUABLE CONSiDERATKOL MOSS t Of %itch is hereby adawwW-Qod. MODELLE GRAF. an unnwwled woman hereby CWNT(S)10 PAUL A. PICARD and CHERYL R. PICARD, husband and wife. as Joint Tenants the teal property N 1110 Ca�1/ d BUTTE . Seaes d Caabrrsa. 0asf=lbad as PARCEL !, PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE. STATE OF CALIFORNIA, ON NOVEMBER 2.1976. IN BOOK 59 OF MAPS„ AT PAGE(S) 97 AND 98. PARCELW A NON-EXCLUSIVE ROAD AND UTILITIES EASEMENT OVER SPANGLER COURT AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE.. STATE OF CALIFORNIA. ON NOVEMBER 2.1976, IN BOOK 59 OF MAPS, AT PAGE(S) 97 AND 98. • EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DECSCRIBED HEREIN. _+ • U Dated arwr 99,Q01 MuUbLLLI STATE OF CALJF01VtA 1K OOI:tfTY CF BUTTE 1 on JANUARY 29 2991 bine I. ANGELA D. MAS pawl w,p nd MODELLE GRAF pwswWgr blown b fns (or ptuw to w.! on er basa d swWaddry sod•eoN b be Ov pwwNsl utwss e n els) b/ww fthwrosd to Ow wahn tiavmwo wd wtyno•rMdq•0 to nv OW hwhhwVwy sasoiAsd h safm ti wb'hwAraw sr vwrbtwd awwoNMsl. acrd " 0y ,hlsAM/WM*, wgnmws(a) on Ov mato wo Wo pwoon(s) ot'ew wrfty:\pon.OihsM d wncch bh• pww4sl scud, exemAsd e» M&W-0t VATNESS M turd snd otacul ssrL 06 CODE2 V Fix 04� ^►�' DEA- �'? 1111 �I �•. Otf fcul UAL AYGILA 0. KASTEL0770 h3;A4Y f:1?lf ,,4 ,..K t;a • �,r p'�•:' fir• •�,r, IY f.. END OF DOCUMENT LZ 11NO llvw H ' -GjS--:.V-S3QQQ 30. -NO, zjw e.., PRELIMINARY REPORT BUTTE COUNTY TITLE COMPANY a Subsidiary of FIDELITY NATIONAL FINANCIAL, INC. Paradise Office: Oroville Office: Chico Office 6402 Skyway P.O. Box 851 1.94 E. 6th St. Paradise, CA 95969 1909 Bird St. Chico, CA 95928 Oroville, CA 95965 (916) 877-6268 (916) 533-5511 (916) 343-3716 DIRECT ALL CORRESPONDENCE TO: Oroville Office - Virginia Lindsey WESTERN MORTGAGE Regional No. 1655 Montgomery Street Your No. Oroville, CA 95965 our No. 53199 VL ATTN': JOHN Last Insured: 7%26/93 In response to the above referenced application fora policy of title insurance, BUTTE COUNTY TITLE COMPANY hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy or Policies of Title Insurance describing die land and the estac or interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception below or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations of said Policy forms. The printed Exceptions and Exclusions front the coverage of said Policy or Policies are set forth in Exhibit A attached. Copies of the Policy forms should be read. They are available front the office which issued this report. Please read the exceptions shown or referred to below and the exceptions and exclusions set forth in Exhibit A of this report carefully. The exceptions and exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy and should be carefully considered. It is important to note that this preliminary report is not a written representation as to the condition of title and may not list all liens, defects, and encumbrances affecting title to the land. This report (and any supplements or amendments herelo) is issued solely for the purpose of facilitating tlne issutwcc of a policy or title insurance and no liability is assumed hereby. If it is desired that liability be assumed prior to lite issuance ora policy of tide insurance, a Binder or Cununiuuent should be requested. Dated at 7:30 a.m. on June 22, 1995 - Authorizec Signature The -estate or interest in the land hereinafter described or, ref erred to covered ' by this report is A Fee as to Parcel A; an easement as to Parcel B; said easement being more particularly defined in description Title to said estate or interest at the date hereof is vested in: PAUL A. PICARD & CHERYL R.'PICARD, husband and wife, as Joint Tenants The form of policy of title.insurance contemplated by this report is: ALTA Loan Policy - (10/17/92) with ALTA Endorsement Form Coverage At the date hereof exceptions to coverage in addition to the printed Exceptions and Exclusions in said policy form would be as shown on the following pages. Order No.: 53199 VL At the date hereof exceptions to coverage in addition to the printed Exceptions and Exclusions in said policy form would be as follows: EXCEPTIONS: 1 2. General and Special Taxes and Special Assessment Districts for the fiscal year 1995-96,'now a lien, but not yet due or payable. General and Special Taxes and Special Assessment Districts for the fiscal year 1994-95: A.P. No. 072-150-025, Tax Area 091-001 Land $54,633 Improvements $12,631 Homeowners Exemption $7,000 1st Installment $304.4'0 - PAID 2nd Installment $304.40 delinquent plus plus $30.44 penalty $10.00 cost 3. The lien of supplemental taxes, if any, assessed pursuant to the provisions of Chapter 3.5 (commencing with Section 75) of the Revenue and Taxation Code of the•State of California. 4. The land herein described lies within the boundaries of the Oroville- Wyandotte Irrigation District, the assessments of which are collected with the included in the County and Special taxes. There are no delinquencies. Further subject to a possible water charge. (Check when closing). 5. Easements and building setback line, dedications or offer for dedications, if any, and statements, if any, as shown on that certain map filed in the office of the Recorder of the County of Butte, State of California, on November 2, 1976 in Book 59 of Maps, at pages 97 and 98. 6. Easements for ditches, if any, in favor of the Oroville Wyandotte Irrigation District, as disclosed by the Parcel Map recorded November 2, 1976 in Book 59 of Maps, at pages 97 and 98. 7. Easement for the construction, maintenance and use of pole line for transmission of;electrical energy and appurtenances thereto granted to Pacific Gas and Electric Company, a California corporation, recorded December 8, 1982, Book 2776, Official Records, page 659. AFFECTS the Easterly portion. 8. Agricultural Statement of Acknowledgement that the land herein may be subject to inconveniences or discomfort arising from necessary from operations, recorded October 9, 1989, Recorder's Series No. 89-38913. 9. Deed of Trust to secure payment of $40,000.00, and any other obligations secured thereby dated July 20,1 993, recorded July 26, 1993, as Series No. 93-031441A, Official Records. Trustor: Paul A. Picard and Cheryl R. Picard, husband and wife Trustee: Mid Valley Title & Escrow Company, a California corporation Beneficiary: Kenneth G. Whitnack, as Trustee for the Whitnack & Keating Money Purchase Pension Plan, as to an undivided 751 interest and Kenneth C. Whitnack and Ruth A. Whitnack, husband and wife, as Joint Tenants, as to an undivided 25a interest NOTE: According to the public records, there have been no deeds conveying the property described in this report recorded within a period of 2 years prior to the date of this report, except as follows: NONE NOTE: On or after August 1, 1987, the Butte County Recorder'.s Office will charge, in addition to the regular recording charges, an extra $20.00 recording fee, unless a document evidencing a change of ownership is accompanied by a Preliminary Change of Ownership. In lieu of said report, signed by the transferee, the Recorder will accept an affidavit that the transferee is not a resident of California. Title billings will be adjusted -to reflect such additional fees when applicable. NOTE: California State Senate Bill number 2319, effective January 1, 1991, requires that the BUYER in all sales of California real estate, wherein the seller shows an out of state address, withhold 3 1./30 of the total sales price as California State Income Tax, subject to the various provisions of the law as therein contained. NOTE: A. Section 12413.1, California Insurance Code, commonly known as Assembly Bill 512,' became effective January 1, 1990. This legislation deals with the disbursement of funds deposited with any title entity acting in an escrow or subescrow capacity. The law requires that all funds be deposited and collected by the title entity's escrow and/or subescrow account prior to disbursement of any funds. Some methods of funding may subject funds to a holding period which must expire before any funds may be disbursed. In order to avoid any such delays, all fundings should be done through wire transfer, certified check or checks drawn on California financial institutions. B. Any funds to be disbursed by Butte County Title Company will be disbursed in compliance with Section 12413.1 of the California Insurance Code. A cashier's teller's or certified check will have next day availability after deposit. All other local checks will have 3 day availability after deposit. Non -local checks will have 7 day availability after deposit. funds received too late in the day for same day deposit will require one additional day before they are available for disbursement. C. The deposit of a cashier's, teller's or certified check, or electronic transfer of funds will expedite the disbursement of funds and the close of this transaction. NOTE: The attached Assessor's Parcel Map is being furnished as a convenience to locate the land described in this report with relation to adjoining streets and other lands. Fidelity National Title Insurance Company does not guarantee dimensions, distances, bearings or acreage stated thereon. It is not intended to illustrate legal building sites or supersede City or County ordinances, i.e. zoning and building codes, etc. Official information concerning the use of any parcel should be obtained from local government agencies. End of Exceptions Order No.: 53199 VL LEGAL DESCRIPTION EXHIBIT "A" All that certain real property situate in the County of Butte, State of California, being more particularly described as follows: PARCEL A• Parcel 2, as shown on that certain Parcel Map of a portion of Section 31, Township 19 North, Range 5 East, M.D.B.&M., which Parcel Map was filed in the office of the Recorder of the County of Butte, State of California, November 2, 1976 in Book 59 of Parcel Maps, at pages 9.7 and 98. PARCEL B: A non-exclusive Road and Utilities Easement over Spangler Court, as shown on that certain Parcel Map, recorded in the office of the Recorder, of the County of Butte, State of California, on November 2, 1976 in. Book 59 of Maps, at pages 97 and 98. EXCEPTING THEREFROM all that portion lying within the bounds of Parcel 1, described herein. (A.P. No. 072-150-025) End of Legal J' A 1 P BUTTE COUNTY TITLE COMPANY a Subsidiary of INC FIDELITY NATIONpAaL FINANCIAL, SANC CA 95969. 6402 Skyway (916) 877-6268 * Fax (916) 877-3443 *** 1909 Bird St. * P.O. Box 851 * Oroville, CA 95965 (916) 533-5511***(916) 533-1526 194 E. 6th 4s3716t**(916)Chico, 343441028 (916) 33 TO: WESTERN MORTGAGE 1655 Montgomery Street Oroville, CA 95965 Attn: JOHN .June 27, 1995 LENDER'S SUPPLEMENTAL ADDRESS REPORT Order No. 53199 VL Dated as of June 22, 1995 at 7:30 am (including any supplements or amendments The herein referred to order number, lemented to reflect the following thereto), is hereby modified and/or supp additional information relating to the issuance of an ALTA/CLTA as follows: NOTE: Our A.L.T.A. Policy, when issued, will contain C.L.T.A. (—) Indorsement No. 100. NOTE: Improvements located on said land are designated as: (X) .Residential property at proville; CA 95966 243 Mission Olive Road, ( } said land recorded within six NOTE: The only conveyances affecting months of the date of this report are as follows: ( ) lowing items from your report: Please eliminate the fol ( ) Please add the following items to your .report: Form CT -10A Page "N OWNER'S CERTIFICATE uY.[ 1 ��.ICOo .?[cL/.VO ^V.PDfd.al�4l1L� • f o•. [ • r f/ or r.[u.a ua ee.l— .. ewArrrnelm f !. slttrN r+o[• Ito. • sr •r[o ••o •[co•uo K4— 1, [o*+ .to wt•ur cc. nr. L•r Lu•u ••r r.[ D.L asa+aI .,o a[ co.I(.I a w(caa•n ro ••af a(•+ r�ru ro aue L•+o ••o r •c wc. r.1 ....(.I To r.[ rn w.+•no+ .wD +t.....no• a >•.o Y•r •a aww+ •rrwr. I.t corn own" C 11R•II r1a.Ett.,�R em 6&777 QWN' rr7?l7 WAAU•Y STATE OF CALIFORNIA GOUNTYO/BUTTE ON .- . I )[ .0 .[,I...... .. T..r ....N: 1• •w0 IO TnC�Tr�L 01 ......... , +[)) D:.O T (.tl., OYt! CO.YI)(:O.tD ••0 160.., -[.f0. . ........ q GQ ( ro c [+[ •cno+m r.oat ••.w i w\frru •go ro r.c •rtw.+ Iar.ua+I •.o •c+wo•Lto[[o r«•r�p(wr[o ni.pf .1n 0 +0 o1/11C1.L K.L .ar•4r •ufuc _ wrxi.L st.L IDOYID 4.uM�•.Nr .OU.T I(aX • GM1rO�. nrrn mur(Y SURVEYOR'S CERTIFICATE lYlf 6.r r•) --(.-co \r w[ 04 Y•O[4 A Or.[CTI04 •.O If WN VrO. • /�[L0 1Wl• .• C0..0+•..c[ rlT. IwC •toW4L.Pr\ 0/ iw( -fu\o:•Ia:ow r•-•cr' .r r.[ .[ouUT or ApWIDO G Ile! sir .DIV, .onr c[•nr. r..I .r cowlo+Ya rw r a• ♦A G• Da .✓ .wo rrt co+omo•a or •••+oru r -+coy ipV/LO [ O Y! r ,rATTOI CAIJ7O"IA - o. v. _Al/7h_.,f •/ Ser %.......... •..•.•. ma ,vuNrror_BuT.1t. __••••w-1G._—r[......_../Yi�./4cJ.__.L._.O,C�.c/li . N•••q Herr. srr. N Qw— ..n .,.-wN w .......-...+f Ie.,r.,.r.•.er /2.-OLe,a.4:%i ✓r-..:erwr:.-r:,.r:: w w w1 .....^ .....:•.. wr �. w�.e t.... ..., r. r rr • ^.. �',�;L w •!..6.+.666 r+ .r w1 rr• n'D^^Ow .s.t.w/ W • d .TTNA »tutor l lr •.wwN r .. w w ,qu.1 -r M[•.I r.w. Ca,q+6_Vr.Tre rfw Ir - W rreh.�r - fc WtDA W L )un revm oma. avrrT mwrr COUNTY SURVEYORS CERTIFICATE nrf r✓ oo.rol.� .rrY rK .a.u.c.vT\ s I•.[ w�+os ••v .c'r .n. Loo+a ars..Da. orrTn J:� a,GL./, nr• Jr usnterltrr irl e6rr6 oon..RfD. RECORDER'S CERTIFICATE r:L[D TwD kyr or 'Y.r�. .:afL IT /I:/ .4 a r• \Oo• _Or Yl)f f1 •C(}T•tP.•T TK ft-C)T 0/ .Y (i• L4yfEF� r vim-* i� u.uL .a.ft(/re J [oa.s! ![ulw.ofi coum .[co.ou PARCEL. MAP WN6 A /SRT/ON OF SKr/ON 34 rl", "e, Moelbl /N THEON/NCA: pa?,w.4hr.'4ac twe(tA0f�rr G'QL/fi7RrV/A AV&A*,Wl"If. *51U ` A V FS ENGINEERING SU RNNIN G FOdS %E PLANNING r<,a -_TCC+ ST4EET RISC OLL �+• C. ;LE C+L•[ ""s . 76-//l SI/EtfT / Of ? S/rW71 EXHIBIT A (CONTINUED) AMERICAN LAND TITLE ASSOCIATION LOAN POLICY (10-17-92) WITH A.L.T.A. ENDORSEMENT - FORM 1 COVERAGE AND AMERICAN LAND TITLE ASSOCIATION LEASEHOLD'LOAN POLICY (10-17-92) WITH A.L?.A. ENDORSEMENT - FORM 1 COVERAGE SCHEDULE OF EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, anorney's fees or expenses which arise by reason of: I. lai Any law, ordinance or governmental regulation (including but not limited to building and zoning lases, ordinances, or regulations (restricting, prohibiting or relating to (i) the.occupancy, use, or enjoyment of the land; Iii) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or'a change in the dimensions or area of the land or any parcel of which the land is or was a part: or (iv) environmental protection, or the effect of any violation of these laws, ordinances'or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. ib) Any governmental police paver not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation, or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage are taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. I Defects, liens, encumbrances, adverse claims, or other matters: (a) created, suffered, assumed or agreed to by the insured claimant: (b) not known to the Compary, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Pollcy, or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the estate or interest insured by this policy. a. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner-- of the indebtedness, to comply with applicable doing business laws of the state in which the land is situated. 5. Invalidity or unenforceability, of the lien of the insured mortgage, or claim thereof, which arises out of the transaction evidenced by the insured mortgage, and is based upon usury or any consumer credit protection or truth in lending law. 6. Arry statutory lien for services, labor or materials for the claim of priority of arty statutory lien for services, labor or materials over the lien of the insured mortgage) arising from an improvement or work related to the land which is contracted for and commenced subsequent to Date of Policy and is not financed in whole or in part by proceeds of the indebtedness secured by the insured mortgage which at Date of Policy the insured has advanced or is obligated to advance. Z Any claim which arises out of the transaction creating the interest of the mortgagee insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: (i) the transaction creating the interest of the insured mortgagee being deemed a fraudulent conveyance or fraudulent transfer, or (ii) the subordination of the interest of the insured mortgagee as a result of the application of the doctrine of equitable subordination; or (iii) the transaction creating the interest of the insured mortgagee being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer; or (b) of such recordation to impart notice to a purchaser for value or a judgment or, lien creditor. AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY (10-17-92) AMERICAN LAND TITLE ASSOCIATION LEASEHOLD OWNER'S POLICY (10-17-92) SCHEDULE OF EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys fees or expenses which arise by reason of: 1. (al Ary law, ordinance or governmental regulation lincluding but not limited to building and zoning laws, ordinances, or regulations (restricting, prohibiting or relating to (i) the occupancy, use. or enjoyment of the.land: (if) the character, dimensions or location of ary improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a pan; or liv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above. except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. The above ALTA policy forms may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following General Exceptions: SCHEDULE B EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attomey s fees or expenses) which arise by reason of: PART 1 1. Defects, liens, encumbrances, adverse claims, or other matters. (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy, or (e) resulting in loss or damage which would not have been sustained if the insured claimant has paid value for the estate or interest insured by this policy. 4. Any claim which arises out of the transaction vesting in the Insured the estate or interest insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: (i) the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer; or (ii) the transaction creating the estate or interest insured by this policy being deemea a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument or transfer, or (b) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor I. Taxes or assessments which are not shown as existing liens by the records of arty taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result in taxes or assessments. or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascenained by an inspection of the land or which may be asserted by persons in possession thereof. 7. Easements, liens or encumbrances, or claims thereof, which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or arry other facts which a correct survey would disclose, and which are not shown by the public records. 5.' lal Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b). or (c) are shown by the public records. • `` %� 72-15-25FIN, ' GRAF, Lloyd 2.43 Mission Olive, Oroville i (util, MH) PERN PERMIT EXPIRES`—" OWNER CONTR. ASSESSOR PARCEL LOCATION ` 1 Ze .-3y- R3� OFFICE COPY LAddress�'t"3 r/ 44 i GAS Meter By Date Temp. Power ELECTRIC t� Meter By Date L Called PG&E Temp. Elec. Service Called PGBE . Temp. Gas Service t� Called PG&E JOB FINALED (Date) i Signal ure "7� -a ,;COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORK$ 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872.-6307 CORRECTION NOTICE o�o�n A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 0 0-23-9 -91 :1 c Inspector. t Date Q — S��➢ MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA — 534-4541 PERMIT NO. 1170 _ Cil) Address or location of mobilehome�j y IS.S inti 0 l Owner's name __ l 1 142.1 1 C4 Owner's address S S i n N 1 P Insignia or hud number Manufacturer's name Serial number of V.I.N. (Official 111 ing Installation) Year of manufacture j �) Q 9 Dot IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. 1-�513B White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS - 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWN A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector \�C;KAvW Date Is- --970 ;COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872.-6307 A CORRECTION NOTICE ER A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. I r Inspector_ Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 M mor aMaly, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 EllioM oad, Paradise — Phone: 872-6307 CORRECTION NOTICE .,A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter need additional explanation,'please contact this office immediately. r a 1 F. f r Y. ` Inspector. Date �� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 RRECTION NOTICE OWNER PERMI A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediateiv. Inspector � � \ qA ""1 Date L U "" O:O COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION DIVISION AUTHON TO CONNECT Address d� GAS pate --- Meter ;, `7C) ELECTRIC Meter By Date._ = UK 0 = NotOK RESIDENTIAL�(Singie and Duplex) - =Not Applicable ' = Not Ready Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks; -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel- Blockouts=Wrapped 50. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 51. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 52. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53. Stairs; Width- Headroom -Rise-Run- Land ing=Fire Protection 10. Gas Pipe; Size -Anchors 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Siding -Nailing Veneer 12. Electric; Underground 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 57. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. Shear Walls; Nailing -Bolts 15. Insulation 59. Insulation-Walls-Clg. 60. Infiltration -Wal Is-Wndws Card -81 Date Card -131 Date Card -B1 Date Card -131 Date Card -B1 Date Card -131 Date Card -81 Date Card -131 Date Date PLUMBING (Permit) OK except #'s - 16. Water Ht. Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -B1 Date Card -61 Date 67. Stairs &Rails Card -131 Date Card -131 Date 68. Fireplace or Stove; Clearances -Hearth 69.Elec. Outlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 71. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 72. Garage Fire Door; Swing-Landing-Closer73. 25. Romex Installed Close to Edge of Studs & C.J. A.C. Duct in Garage -Damper 26. Equip. Ground made up w/Mach. Fasteners -Bond Gas &Water 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 75. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 77. insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 33. Smoke Detector 81. Stucco; Brown -Finish Card -131 Date Card -131 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card -131 Date Card -131 Date 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 84. Water Well; Disconnect, Electrical, Plumbing 34. A.C. Ducts Insulation & Support 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 35. Vent Fan; Exhaust above insulation 86. Ventilation throughout House 36. Condensate Drain & Overflow; Size & Grade 87. Glass Protection 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 88. Corrections from Previous Inpections 38. Attic Access & Platform if Furnace in Attic 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Card -B1 Date Card -B1 Date 92. Roofing Certificate Card -B1 Date Card -61 Date Card -61 Date Card -B1 Date Card -B1 Date Card -B1 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors Card -131 Date Card -131 Date Comments at Final: 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit iob site) = OK. .� 0 = Not OK = Not Ready yable MOBILE HOMES MISCELLANEOUS Date MO§JtE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements oils; Special MH Support -Sketch 10Z - . Sewer; Loc ation-Test-F C/O -Concrete / ter; Location - asement Needed (Sketch) t lectricity; Location -Clearances Amp -Concrete as; Location -Test -Wrap: / /"L"ft. CD-3r� /_ /"Nat. orLgV/"L"ft./SLP )19 "L2 r 7. Utility Clearance Card -B1 Co Date -/ - Card -B1 W Date 0-��— Card-131 IkQ Date D 13— and -B1 Date 0. Date *OEJJLEHOME INS ALLATION(rans) OK except #' q. oning Requirements -Setbacks -Easements tings; Size -Spacing -Marriage Line ITIG_as; MH Test -Demand -Valve -Connector E ctricity; MH Test -Crossovers -Breakers -Clearances brain; MH Test -Fall -Flex Connector t -Water; MH Test -Regulator -Connector A. I and Sewer Connected -C/O to Grade -HD Apprc as and Electricity Tagged If ts; Insp.-Sketch OW -Cert. of Occupancy Card -131 (`A-1 Dates- _ OCard-B1 Date Card -131 Date Card -131 Date 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.-Connec.- Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Card -131 Date Card -81 Date Card -131 Date Card -131 Date Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -81 Date Card -131 Date Card -B1 Date Card -61 Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - rrbvillei Califorhia 95965 - Telephone: 916/538-7541 APPLid'TION AND PERMIT PERMIT 0. ASSESSOR PARCEL NUMBER 72-15-25 ZONING ARMHS BUILDING PERMIT OWNER Lloyd Graf TELEPHONE 534-8356 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS ' 53 Cox Lane Oroville 95965 CONTRACTOR'SNAME unknown TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 15.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 243 Mission 1' Permit fee $ 25.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Oroyijlp Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each gas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ MobilehomeNJ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home is G W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation( Other ❑ Describe work: MHU#3421-89 _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6101 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury p y p j y (check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.,f OR ADONIS. ( ACC. BLDGS. I 2/2¢sgft NEW CONSTR. MULTI -OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. ) Ex. Occup(our LETS OR FIXTURES 20®50¢ 20@030 FIXED APLNS. EX. Occup. OUTLETS ( R RESID IEA,) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this pennit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyof Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabili ies, judgments, costs and expenses which may in any way accrue agai 1�st� County in nsequ of the granting of this permit. X Date �l Signature of Applicant — Owner ontractor ❑ Agent ❑ An OSHA permit is required for excav tions over 5'0" deep and demolition or construct- ion of structures 3 stories in height. Mobile Home Installation Fee $ 45.00 Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 70.00 HAz 1 c�A / PngK sc v PARP Is Th;s permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR F PUBLIC By PER T EXPIR the applicable provi- resolutions to do have been paid. WORKS Date � Zi- po -Z Receipt No. _!Q 7 Q 4" WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive,;,Oroville, California 95965 - Telephone: 916,'538-7541 APPLICATION AND PERMIT Assessoa PARCEL NUMBE z ^IN�G s BUILDING PERMIT OWNER TELEPHONE SQ. FT. I OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS S 4- z zatxr v CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAIL NG ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Y Permit fee PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Each qas water heater or vent 5,00 USE OF STRUCTURE SF ❑ Duplex[] MobilehomQ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.006 TYPE OF WORK New ❑ Addition ❑ RemodeI E] Utilities [:1 Installation, Other ❑ � Describe work: — �itYl�f # 34a1 �� _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS t00 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2,50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.6 OR ADDNS. ( ACC. BLOGS. , /tdsgft NEW CONSTR. ULTI.OUTLET NON•RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES 20@Sot BAL@30C FIXED P Ex. Occup. TS (RESIO.)aEA.� 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3,00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. %� Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0'" deep and demolition or construct- ion of structures over 3 stories i height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ HAZ cuA PARK SCHL I FLD I PAR PD HD Issue Th's permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No.` WNITC-o.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR GOLaEMROO-APPLICANT COUNTY OF BUTTE - DEPARTMENT OF. PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE'=-OROV9LE, CALIFORNIA 95965- TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. srr-, OWNER GGc � GrZAI� A. P. No. -/1 /5`-'-ZS— Proposed Building Use /j% Building Inspector&44/ Date :9d At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... �12. Park fees paid ................................ 13. �� -CGS School District fees paid.............. -o 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. Date) When you issue the permit, process as follows: Mail to owner. Mail to contractor. _4 Telephone and hold for pickup at C*E0 office. Deliver w/inspector. Other 534— 19,,3S6 1 2:-%- � /��"��i✓ Z� 1 v J \ Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By. The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by Aphone___;nail_counter byz-.date Contractor, designer, owner, was advised of above required data by_phone_mall_coun r by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet /P folder Copy—DPW BUTTE COUNTY SCHOOLS rDEV'LOPMENT FEE -CERTIFICATION FORM (One Form per Building) s A.P. Number Building Department No. School District�� `,:,�-�— City n County Q Jurisdiction Property Owner Project Locati Subdivision Lot Number Residential Development: Sq. Footage /SW # of Living MHI Addition (Group R) Units Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department REpo'sentative ' Date (Floor Plans reviewed by School District Personnel) District Id No.6. r a-, '..-u.._ School District certifies that cant Nature) (Phone Number 3 0,6-' (Street 'Address) &4-ff 71_1_ . C4. L1s-916 (City) (State) (Zip Code) has complidd with the requirements of Resolution No. by the p yment of $ o�.3 d o'U representing IS60 0 square feet. School DistrictY'Representative Date PAID BY CHECK NO. BANK NO PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district . SCHOOL.FEE (8/88) MOBILEHOME SUPPORT DATA If_`6ther than single wide, //� / Mob lehome Mfr. ��S%d�2� furnish Setup Model No . 6j (11/� / —_3Year 9 , Width .9 (ft.) Box Length � 4 (ft. ) Tagalong;, rr Expando Size ft. x ft. i,. On all mobilehomes manufactured after October 7, 103-, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one)F1. Wood -pressure treated or foundation grade. D 2. Other (specify) SUPPORTS (check one)19-111", Concrete block.2. Other (specify) Pier Footing Sizes and Locations SINGLE -WIDE Line 1 Piers: Size -Min. ------------ Spacing -Max- -•------- From Ends -Max. ------- Line 2 Piers: Size -Min .------------ Spacing -Max. ---------- From Ends -Max. ------- Line 3 Roof Loads: Size -Min ------------- Location (From Front) Line v riers: Size -Min -------------- Spacing-Max ---------- From Ends -Max .------- „ Line 5 Roof Loads: Size -Min. ------------ x Location (From Front) .o Line 1 }gine 1 Openings: Size -Min- ------------------ !� n Each Side of Openings With Width Over --------- " Line 3 Piers: (Under Bearing Wall Only) Size-Min------------------- Spacing-Max - ------------------ Spacing-Max---------------- From Ends -Max.------------- �_ n Size -,Min ------------------- Spacing -Max.----------•---- �_ n From Ends -Max.------------- �,x k 11 IIx 1. 1k BUILQJNG DEPARTMENT APPROVED BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 538-7541, MOBILEHOME INSTALLATION SHEET 1. Owner's Name: 2. Installer's Name: 3. Is the site currently under Yes 5.What is the mobilehome electrical rating? --------------- / permit? No (If yes, furnish permit number 6. ) OR Is the site an existing site? Yes Amps No (If yes, furnish two plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes EJ -1 No F-1 (If no, clarify 5.What is the mobilehome electrical rating? --------------- / Amps 6. What is the mobilehome site service rating? ------------- �y Amps 7. What is the mobilehome site circuit breaker rating? ----- Amps 8. Is there any other electric load to be served by the -------------------------------- mobilehome'site service? Yes No (If yes, identify the load and size: J�� (Load) 9. What as P is the mobilehome site pipe size. g P ?-------------- `� � ( in.) 10. What ------------------- is the t e of as service? Natural type F-1 LPG g 11. What is the gas pipe length from meter or tank to the mobilehome?--------------------------------------------- (ft.) * 12. What is the mobilehome gas demand? ---------------------- (BTU) V,,,,,*,(This aotuefilngth less than 6 ft. on norlessthan50ft.onLPG.) j DETACH g�FOR , SERVING (UTILITY AddressC yI�SLQ lyr � e GAS Meter By Date ELECTRIC, D Meter By ate OFFICE COPY Addressol L�3 A l SS t by% b ' Q GAS Meter By Date ELECTRIC Meter By Date sa�o6��b T *-4K 1'7 7068 )WT 20'd FEDERAL mAkvr^!'T:�F L) M011SM CONSIP. :;N �� ' a SAFETY 8166'. .`JUL 2 4c�4� l F �sj eASys 0a19t-° 10 gales rZI td 7Xa aq 11 p �� • b }° �@®leo ��Q, �J��J fp �0gw.1 �d Pilsow Oj WnWINIW '� aur Q Q .. 777f e) V ILJ r 4 � / I N a 1.904 401 . ..act ��► �l lo b� 6u por pun sofnotuo�W I iumid N ono + ouigs uo suO'4Q 40'"Lk;V Aw a4 tnPAp{un s'. -H PUO S@UO WD 'W �'°i Mj� 20 WWI 944 ui ezn Mii2ol. a j} �o. ..�a i. -1 .patio sea-;DJd poi � Pa-!ubo:"v'd I 0 8 •tP4S c!4s"w40M I r jgt101� �f . a m® ui y.un ti �,onb u ;o o�u�paaoay. COUNTY OF BUTTE - DEPART ENT OF PUBLIC WORKS 7 County Center Drive - Oroville, CalitWia 95965 - Telephone: 916/538-7541 APPLICATI6 A d PERMIT PERMIT NO. /7 2ZI 7/ ASSESSOR PARCEL NUMBER _ _ 7:Z- ZONING BUILDING PERMIT OWN R ?.5 LEP Ori S0. FT. OCC. BUILDING VAL AT ON OWNER'S M ILOAD L /nr N NG ADOF se - a f� C NTRACT R'S AVW ov E R, TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 1}e_00� LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS + Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT r10., SUBDIVISION NAME PARCEL MAP .- Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehome[ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 5.00 Mobile Home G W 10.00ea- � TYPE OF WORK New❑ Addition❑ Remodel E] Utilities^ Installation❑ Other❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service V OR LE 1000 AMP ORSLESS 10.00 la QSA- Main service EA. AOD'L 100 AMP 2.50 'L CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BuslnesS and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their Sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I. as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.6i NEW CONSTR.� A , h2sgft ULTI OUTLET NO N.RESID BRANCH CRC" RC ITS 2.50 ea POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occu po UTLETS OR FIXTURES 20®500 eALO 30 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3,00 Ventilation. Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrueHA? against�unt in cons uence of the granting of this permit. X/r/r'_This Date/ Signature of Ap icant — Owne Contractor F1Agent F-1 An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home installation Fee $ Energy Inspection Fee $ occ CONST TYPE ��77 TOTAL FEE $ 9! -� CUA IPARKISCHL I F D P PD Iss permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to do workindicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY v`- ��--- Date ���17-�d�9 PERMy EXPIRES Date _ /�� L — l Receipt No.�Ik 3 WHIT -D. .W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF tPU,BLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, ON719 A 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. w` r}� V OWNER A. P. No. ! v Proposed Building Use Building Inspector�.�— Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED _1,1AII 'terns have been subm ::::::: i lot plans in duplicat , signed by preparer of plans. 3. Complete plans in dup a triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) �'Yj ( 9-Mobrlehoe installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... /Vf School District fees paid .............. Sanitation approval from r �) pos� ti i Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... JA Improvements may be required. Contact Land Development Section DPW . riveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector 21. Contractor's license information (No., Name Style, Classifications ... 2. IfIC to of Workmans Compensation Insurance .................. caner -Builder Verification (Given to owner 13, Mail to owner ❑) ..... Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. ; When you issue the permit, process as follows: _ iC Mail to owner. Mail to contractor. Telephone Other and hold for pickup at office. Deliver w/inspectrr. A p p I i c a n t Date, t Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone----naiI—counter by .date Contractor, designer, owner, was advised of above required data by—phone _mail—counter by date Plans checked by Date Plans approved by �� Date /0 Sets of plans on hold in . File cabinet AP folder ,- Copy—DPW . ~., TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply ue .( Hold final for: Final clearance O.K. for: Clearance for bedroom obile home. Other NOTE * * * Water Supply Water Supply Sanitarian ate TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner location Driveway permit 9/3 2S ` si. ature Y .. . 7Z - AP # has been issued for the above property. date N, COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 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 verification is received. 1. I personally plan to provide the major labor and materials for construction -of the proposed property improvement (yes or no) 2. I (have/have not) 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 Address City Phone Contractors License No.. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: ..7 Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to- provide the work indicated: Name Address . Phone Type of Work Signed: ` Property Owner Social Security Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. - This verification must be completed and returned to our office before we are per- mitted to issue the permit. 89=038913 89-038913 e I Return -to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT \ FOR RESIDENTIAL DEVELOPMENT Section 2.6-8.. of the Butte County Code`' f requires this acknowledgement 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 incon- veniences or discomfort arising 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 agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said- zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte,._ State of_ California,,_ described as follows: PARCEL 2, -AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THF RE -ORDER OF THE COUNTY OF BUTTE, STATE OF ►I CALIFORNIA, ON NOVEMBER 2, 1976, IN BOOK 59 OF MAPS, AT PAGE (S) 3 97 AND 98. J 0 PARCEL II • ^ O O A NON-EXCLUSIVE ROAD AND UTILITIES EASEMENT OVER SPANGLER COURT ~ AS SHOWN ON THAT CER'T'AIN PARCEL IXAP, RECORDED IN THE OFFICE OF 2 THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 2, 1976, IN BOOK 59 OF MAPS, AT PAGE(S) 97 AND 98. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL, I, DESCRIBED HEREIN. Date: PROP TY OWNERS State of ) SS. County of %I. ) On this the �F_ day of 19 before me, the undersigned Notary Public; personally appeared El Personally known to me. 4&l Proved to me on the basis OFFICULL,S. _ ' of satisfactory evidence. EAVERNGIAM9RU to be the person(s) whose name(s) IVOR& • NOTARY PUBLIC•CAL'ffMNIA subscribed to the within instrument and acknowledged that BUTTE COUNTY Mycm".cxphlappl.It, Iola executed the same for the purposes therein contained. IN F ESS WHEREOF, I hereunto set my hand and official seal. r _ � -e� —cam.,,- (r►�-�--� Present A.P. No. �� Notary Public -L. o- A; - ,OWNER PERMIT MH UTIL.CLEARANCE DATE INSPECTOR ELECTRIC GAS Support Struc. Compaction Test Re . Service Size Other Load Type Pipe Size Length YES NO YES NO i ~ ' RESIDENTIAL 72-15-25 ' 92-l5lOB ` ` - PIC&KD, yanl -2�� mia/ioo olive, 0roville ~'coott: Design Craft ' i open deck/mb � . . JOB FINALIED (Date) Y3 Signature 4L COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE NER A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. I-STO r/'2 c /'Lt A y 7" 11177e -y M 0-f2 c' 7-/� (-{(:!; /r ,b6 ,P --o 7 rc"-Z� .o // Date b / Zlnspector REV 11/91 J=OK O=Not OK NApplic ot Readyable MOBILE HOMES ;tet Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged _ 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ' MISCELLANEOUS Date_ _ DECKS/COVERS, CARPORTS, GARAGES, (Plans)OK except #'s Zoning Requirements -Setbacks -Easements matin s; Soils -Size -Depth -Spacing -Connectors -Steel ecks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings DateS-L2 ZCard B- Date Card B-1 Datlar' Card B- Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (; ' = Date UNDERFLOOR (Plans) OK except k's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except k's 1E. Water Htr.: Vent -Access -Combustion Air-Bafiie --------------- -------------------------- 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V.: Test -Fittings & Anchor -Nail Protection -------------- ---- -------------------- 19. Shower Pan: Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access -------- ------------------ ----------------- -- 21. Gas Pipe: Size & Anchors Date Card B-1 Date Card B-1 --------- ------------- ---------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 22. Fixture & Transformer Clearance -Ins. Protection ------- ------------------------- ---------------------- ----- ----- ---- --- - - 23. Elec. Receptacles Spacing -Lights & Switches at Doors -------- ---- ------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled -------- - --------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. ---------------------------------------------- --------------- 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water --------- ------------------------------------------------------------- 27. 2 Appliance Circuits in Kitchen & Conductor Size/GFI- ------- --------------------------------------------- 28. Subfeed Wire Sizer ga. Cu or AI-A.C. Wire Size ! 1 ga. Cu or At --------------- ------ ------------------------------ -------------- 29. Range Circ. / r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ---- ------- ------------------------------------- 30. ------- ----------- -- --- -- - 30. Service -Riser Conductors & Ground -Main Disconnect ---------- ---------- --- --------------- ---------------------------- 31. Equip_ Clearances Panel s_Motors-Mech. Equip. ---------------------------- - -- - - 32. Clothes Closet Light -Shower Light -Spa Light ------- ------------------------------------------ 33. Smoke Detector ------------------------------- ------------------------------------------------- Date Card B-1 Date Card B-1 ----------------------------------- ---------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support ------ -------------- ---------------------------------- 35. Vent Fan Exhaust above insulation ------------ ------------------------------------------------------------- 36. Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet -- ---- --- ----------------------------------------------------- ------- ------ 38. Attic -Access-&- Platform if Furnance in Attic ------------- ----------------- - -- - --- --- -------------------------- ----------- - Date Card _B- 1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except u's 39. Sils. Proper Material & Anchors - -- - -------------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound --------------------------------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing ----- ----------- - --------------------------------------------------------- 42. Draft Stop in Walls (rat proof) ------------ --------------------------------------------------- 43. Fire -Stops: Furred Ceilings -Stairs -Chases -Tub ------------ -------------------------------------- 44. Headers & Beam -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing _ 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection --------------------- - __-------- _ 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers _ 55. Siding -Nailing Veneer ---------- __ 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic _ 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings ---------- 60. Infiltration -Walls -Windows ------------------- ------------------------------ Date Card B-1 Date _ Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft's 61. Ext. Steps -Door & Sidelight Protection -Landings ----------------------- -- - 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection 64. Bedroom Exiting ----------- - ______ 65. _G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ----------- -____------------ 67. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit Fixt_& Appliance_Grnd._Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door: Swing -Landing -Closer --------------------------------- 73. A.C. Duct in Garage -Damper ------- ------------------------ ------------ -- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection 75. Plb.. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ---------------------------------- ---- 7 . Insulation -Foam -Looked in Attic ❑ Yes -------------------------------------------- --- 78. Guard Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ..---------------------------------------------- 80. Following instld.; Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco: Brown -Finish --- -- 82. A.C. Unit: Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings _ _ 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground - --------------- ------ --- - 86. Ventilation Throughout House ----- ----•------------------------ --- 87. Glass Protection ---------------------------------- 88. Corrections from Previous Inspections ----- --------------------------------------------- 89. Gas Test -Meters Tagged: Gas -Electric -------- ---------------- ------ _ 90. Water & Sewer Connected -C/O to Grade -HD Approval -91..-Energy-Compliance-Certificate.-Other Certificates ------------------------------------------ -- Date _____________ Card B-1 Date _ Card B-1 Date Card -B- 1 Date Card B-1 ----------------------------------------- - Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT. OF PUBLIC WORKS,HERMIT 4 N , 7 County Center Drive - Orovllle, California DA965 • Telephone: 918t1658.7141 APPLICAITNO AND PERMIT �,/V A821488014 72 -15L. NUMOSR -25 ZONING AR1%1T-I N I- BUILDING PERMIT OWNER PAUL PICAP.D TEL E NONE S0. FT. OCC. BUILDING VALUATIO _ /:q 792 0 5544 OWNER'S MAILING ADDRESS 234 MISSION OLIVE OROVILLE 95966 CONTRACTOR'S NAME DESIGN CRAFT TELEPHONE 692-1047 CONTRACTOR'S MAILING ADDRESS PO BOX 44 OREGON1 HOUSE 95962 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 67.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 33.75 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 234 MISSION OLIVE OROVILLE Permit fee $ 116.25 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. 2 SUBDIVISION NAME PARCEL MAP 59-97 Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other DECX SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S T G W @ 15.00 TYPE OF WORK New M'; Addition[] Remodel[] Utilities[] Installation❑ Other❑ Describe work: OPEN DECD: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 Main service 200ATO1000A) 37.50 CONTRACTORS LICENSE LAW I de Zl e under penalty of perjury (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions C d my license is in full fore and effect. R License .JO. Classification /�,� ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.&) 3.6Q sq.ft. OR ADDNS. ACC. BLDGS. NEW CONST-ULT'.OUTLET @ 5 00 NON-RESID BRANCH CIRC ITS (POWER APPARATUS tri SINGLE OUTLET CIR. Ex. Occup(ouTLETS OR FIXTURES 20 76d FIXED APPLN5. OR Ex. Occup. OUTLETS'RESIM.) EA.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. bvirin g '15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilitie , judgments, costs, and expenses which may in any way accrue again sal ounty i cons quence of the granting of this permi . F' %� Date � d � signora e F Applicant — Owner ❑ Contractor ❑ Agent ❑ An O5H ermit is required for excavations over 5'0" deep and demolition or construct- structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 116.25 HAz DFEES IMP1. FLOOD CDF PARCEL PD HD ISsu This permit is hereby issued under the applicable rovi- P y PP - P � sions of the Butte County Code and/or resolutions to do work Indic ab ve which fees have been paid. IR R F PUBLIC WO Sipt By DateP EXPIRES Date ron.Co No. 0 1 -D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT _ I ! � f COUNTY OF BUTTE VEPARTMENT 7 COUNTY CENTER DRIVE - OROVILLi PERMIT APPLI iF PUBLIC WO '� ,, BUILDING DIVISION °� 'TORNIA 95965 - TELEPHONE (916) 538-7541 TION DATA -SHEET / OWNER 0.u, ?i CGr`Ink A. P. No. 9z'/s" 2 Proposed Building Use Building Inspector Y-� Date �- At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1, All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of$ .......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer. ........ . anitation and plot plan approval (4n Health Department. ....... 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............ . 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. ... . 20. Pre -inspection for to Building required. . to Building lnspedor (Date) Ins `e for ) 21. Contractor's license information. (No., Name Style, Classification). . 22. Certificate of Workmans Compensation Insurance . ......................... , 23. Owner -Builder Verification (Given to owner , Mail to owner _) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits- ...................................... 32. Plan check list . ..................................................... 33. 34. W en you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone 69 ?--104/7 and hold for pickup at office. Deliver with inspector. Other Parcel Creation ¢/ Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. �ir Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by phone -mail Counter by _ Date Plans checked by (OWDate _vae 9z,_ Plans approved by ptJ Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NU— R I Z%° 0 /Pn BUILDING PERMIT OWNER r at, tG ar d TELEPHONE SO. FT. OCC. - BUILDING VALUATION qZ 06'� SS G OWNER'S MAILING ADDRESS � 3 v— ^SS*/ o h 4? CONTRACTOR'S NAME F 0 �0.�� TELEPHONE 69z- /OY17 CONTRACTOR' MAILING ADDRESS ' F,0. 1304 1-/q ©re dD, Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ - L.ENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ G ro ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 3� 7a' Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ - BUILDING ADDRESS - Permit fee $ 116 PLUMBING PERMIT Filing Fee v Each Trap 5.00 - Solar or heat pump water heate 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or ent 7.00 USE OF STRUCTURE SF ❑ Duplex[]Mobilehomev- Other SPECIFY Gas piping system 1- outlets 5.00 Building sewer 15.00 Mobile Home S G W 615.001 TYPE OF WORK New 71 Addition El Remodel❑ Utilities❑ Installation❑ Other Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT4--18.50 Filing Fee 15.00 Main service 200A OR LESS Main service 20CATO 1000A, 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. 3.6d sq.ft. NEW CONSTR MULTI -OUTLET —NoBRANCH CIRC IT /� 5 00 POWER APPARATU d (SINGLE OUTLET Ex. Occup(OUTLETS OR FI TURES R 20 76d FIXED AP EX. OCCUp. OUT ETP PI L SIO ,REA.� 3.00 Temporary service 15.00 Mobile Home Facilities 15.00Misc.6yirin g 15.00 Permit Fee 7$ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMI FiIingFee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee / $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner❑ Contractor ❑ Agent ❑ An OSHAwork permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE I TOTAL FEE $ 6 HAi 1 OFEES I IMP I FLOOD I CDF PARCEL PO RD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No.) 1 WNITC-O. P. W., TELLOW-A9e[3sOR, PINK -INSPECTOR. GOLDENROD -APPLICANT Buildina Department couNry of Ruw BUILDING nFp-r \! Environmental Health FRAM : MAY 0 8 SUBJECT: Sanitation Clearance 55/ ownerLocation Plan-, ,.Approved f or Sewage Disposal 'Rater Supply Water Supply Hold final for: ^incl clearance O.K. for: Water Supply clearan - e room MODI Other NOTE Date unitarian 51'x!, O V c c W - C-0 - ��-Jj ca - �� p i O !?M?C?. e"O ST V v7 -c ��O-�S� �2 L. ' - �-.,•�---rte-I . �• y NOTS.—All Materials & Workmanship, Sho'",1jez{k cF � gt�etlfiy pr,�scr:be� �`or the ��ecifi�d ttas ie 1� . Us�iforrx�' }Jii t; � , Plurnbitij .S: Ai cw.tsRic ! .0 57.1 tfy* Natlomti! Uli, ;r -I G.)de. �. Pq L, T31 CAA -0 This .set of plans and specif'-c-►tions MUST be �,�.}3 /4 tSS►.x� �LiL�e �- kept on the iob at all times and it is unl!�wful to make any changes or ottProfions on same without written p Phris4ion from the Depart me.ntof Public Works, C unty o ^2. tte. 1 Location of structures & equipment shall be as shown & ciear of all easements. - . ' ►0� 51SJE - SC (iFGCS lofe= q OF 2a Ai p z � � C)r,-. Pm 59- 9 6 I- •- M N QP 4 RZ—' { St 0 BUTTE COONTY BUILDING DEPARTMENT BUIIGD 10- 0 w �a.- r6 1414 BUTTE COUNTY BUILDING DEPARTMENT. APPROVED - i - . o /k7T/kctfc-o 4-t 2x Denccjwc 14%s6i -4-'Oc-. MA\4 )Cj 17 (-USE P -T-, POO -S LV /(O'F Co 1�uftT �js x imp 4— Pi A Oe" Typ, VARIES x I 3 �m a: X O Q 1111111111, -a rn 0 3 rn 3 . iR N x 9 � r xo X ! z -1 s REI M. M 6' o y O ObM o � - --- - T- MAX.- Fr AX. I a: X Q o. � i � '� m 1 ,.0. I_ I I I., • zi /� -< / //HMPRAIL REWT n -n / 7 ay .z C n --1 1 1- BUTTE COMTY . I c A --q M.b � � n'1 3 6 "M (N. STA (R :---- • A W I DT4 s.. APPROVE® 0°v — c - 30 o CDm�� n Z -n O (.0 O . CA r 4t y X OCA 1111111111, -a rn 0 3 rn 3 . iR N x 9 � r xo X ! z -1 s REI M. M 6' o y O ObM o � - --- - T- MAX.- Fr AX. Fr Q � i � '� m v, I_ I I I., • I- /� / //HMPRAIL REWT BUTTE COMTY . I c 3 6 "M (N. STA (R :---- BUIL®INC DEPARTMENT A W I DT4 s.. APPROVE® — c - 14 RESIDENTIAL • 72-15-25 239-91B GRAF;•Modelle 243 Mission Olive, Oroville _(Porch/mh) JOB FINALE Signature COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott•Road, Paradise — Phone: 872-6307 CORRECTION NOTICE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, o need additional explanation, please contact this office immediately. .0 Date --4 - 1 InspectZ J=dK O = Not OK. -=Not Applicable MOBILE HOMES i ' ='Not Ready „ Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ P L" ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date--card-B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, Plans OK except #'s onin uire ments-Setbacks-Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electr' rmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh oof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date -n .7 and B- Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK = Not Applicable ' = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel -Blockouts-Wrapped 50. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 51. Property Line Firewall & Openings 7. Slab; Steel -Wrapped 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits B. Piers -Fireplace Ftg.-Steel 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. Gas Pipe; Size -Anchors 55. Siding -Nailing Veneer 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric; Underground 57. Glazing Area -Glass Protection -Skylights -Plastic 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Insulation -Walls -Ceilings 15. Insulation 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date Card B-1 Date Card B-1 16. Water Htr.: Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchor -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa Date Card B-1 Date Card B-1 66. Elec. Trim & Subpanel; Breaker Sizes & Labels Date Card B-1 Date Card B-1 67. Stairs & Rails Date ELECTRICAL (Permit) OK except #'s 68. Fireplace or Stove; Clearances -Hearth 22. Fixture & Transformer Clearance -Ins. Protection 69. Elec. Outlets at Wood Panel; Int. & Ext. 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets & Receptacles at Kit. Counter 25. Romex Installed Close to Edge of Studs & C.J. 72. Garage Fire Door; Swing -Landing -Closer 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. A.C. Duct in Garage -Damper • 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Plb., Elec. & Mech. Equip. Listed for Location 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes No 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic 0 Yes 30. Service -Riser Conductors & Ground -Main Disconnect 78. Guard Rails & Deck Construction -Post Caps 31. Equip. Clearances Panels-Motors-Mech. Equip. 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor O Yes 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector 80. Following instld.; Drive 0 Yes 0 No; Walks 0 Yes 0 No; Planters 0 Yes 0 No 81. Stucco; Brown -Finish Date Card B-1 Date Card B-1 82. A.C. Unit; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 84. Water Well; Disconnect, Electrical, Plumbing 35. Vent Fan; Exhaust'above insulation 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 36. Condensate Drain & Overflow; Size & Grade 86. Ventilation Throughout House 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87, Glass Protection 38. Attic Access & Platform if Furnance in Attic 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval Date Card B-1 Date Card B-1 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Date Card B-1 Date Card B-1 39. Sils, Proper Material & Anchors Date Card B-1 Date Card B-1 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Date Card B-1 Date Card B-1 41. Bearing Walls over Girders & Floor Nailing Comments at Final: 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing each time you visit job site) (NOTE: An entry must be made COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 239-91 APPLICATION AW PERMIT ASSESSOR PARCEL NUMBER 72-15-25 ZONING BUILDING PERMIT OWNER M TELEPHONE — SQ. FT. OCC. BUILDING VALUATION ` 256 (� " 2,560 OWNER'S MAILING ADDRESS 243 Mi. -,-don Olive, Oroville 95966 CONTRACTOR'S NAME Ownpr TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 19-29 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 243 Mission Olive Oroville Permit fee $ 57.75 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ MobilehomeUX Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W O.00e TYPE OF WORK New ❑ Addition a Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: porch _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.&` oR ADDNS. ( ACC. BLDGS. I 2h¢sgft NEW CONST R.❑ ULTI.O CU NO N•R ESID CI BRANCH CRC ITS 2.50 ea POWER APPARATUS h (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20@50C eAL®3o FIXED P EX. QCCUp. OUTLETS IRESID IREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate ❑� of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against s County in copse a ce of the granting of this permit. Date�— X �� / Signature of Applicant — Owner 216rContractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct-!] ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE A TOTAL FEE $ 57.75 HAz cu PA F% PA H Iss This permit is nereby issued under sions of the Butte County Code and/or work indicated abovP for which fees ORO IC BY / MS PER EXPIRES ate f/ the applicable provi- resolutions to do have been paid. WORKS Date A5,(1v Receipt No. 83253 WHITE-O.P.W., YELLOW-ASsr SSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT r ®. COUNTY OF BUTTE - DEPAR°iTMEWr OF PU4'LIC'*WORKS - BUILDING DIVISION + 7 COUNTY CENTER DRIVE - OROVILLE,;;�ALIFO`i m 95965 - TELEPHONE: 916/538-7541 / PERMIT APPLi6TION, DATA SHEET ;r Permit No. OWNER (2 L L r—,V /'t A. P. o. .f. a q Proposed Building Use �DL�����G��'. Building Inspector Date / At ti:711. ermit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED All items have been submitted . ...............................`..... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School istrict fees paid .............. _Z14. Sanitation approval from 42 Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. _Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required dattaby��v6 phonenaiI—counter t"..date Contractor, designer, owner, was advised of above required da by_phone_mall_—counte, y date P lans checked by Copy—DPW Date flans approved by Sets of plans on hold in File cabinet U AP folder Date l TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance 1 SSS O2 '7,�/S'-�. Owner ALocation AP# Plan Approved for: Sewaqe Disposal Water Supply Hold final for: Water Supply ^incl clearance O.K. for: Water Supply Clearance for bedroom mobile home. Other MOTE * * * Date Sanitarian COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, Cali-forniaQ5965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMB E=N✓lnn72 BUILDING PERMIT OWNER [1•`A ����� ��u^ F 1 1 TKLE/Pi'HONE � C1S�� SO. FT. OCC. BUILDING VALUATION _ OWNER'S MAILING ADDRESS M.I9z!�,JOV QL_1t16 12, aTS77, CON 6ACTOR•S NA-"E� TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ , Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ , S'0 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ / a / Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUIL ING ADDRESS Permit fee $ 15-7, PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each pas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] MobilehomeeA Other SPECIFYMobile Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Home S G W O.00eal TYPE OF WORK New ❑ Addition Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: e GL, -1 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1100v OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD -L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason CONST. DACCELING LBLDGOCCUP .tr\ oR ADDNS( / 21/:¢sgft NEW CONSTR. ULT' -OUTLET NON-RESID. BRANCH CIRC ITS 2.50 ea POWER APPARATUS tr (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 2AL9 eL�30 FIXED Ex. Occup. OUTLETS P(RESID )RE A.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractcr I certify that I have read this application and state that the above information 1s correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ J!"' / -7 AL E %� HAZ CUA PARK PAR Po HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated .above for which fees DIRECTOR OF PUBLIC By the applicable provi- resolutions to do have been paid. WORKS Date ao,;oiot h(n. Ci � v2 S 7 COUNTY OF BUTTE - Depar.tme,ot of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916=538-7541 019NER-BUILDFA 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 verification is received. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) _ U /2. I (have/have not) signed an application for a building permit. for the proposed wort 3. 1 have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. -I plan to provide portions.of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone .Contractors License No. 5. I will provide some of the.work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work igned: Property Owner. Social Security Num er Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California..Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit: This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or alterations on same with- ) % out written permission from the Department of Public Works, County of Butte. NOTE:-- AQ Materials & Work .MOnship Shall Be in. Accordance with Recognized . Good Practices and of a quality prescribed for the Specified use in the Uniform Building, Plumbing & Mechanical Codes and the National Electrical Code. i i . , ijiDble J A setback of � n. from the \ � property lines and a setback of 50 ft: from the road cehte6ne shall be clear of i structures or equipment exoP,E fora 2 it. save overhan9'AO pt n 2_ o7-- A4.z- 64�64&4t J�aU.S9 �. ; 5SI'617 e y e 101 X711 vWy C' O BUT : I O M 4 � 'T�1T QEDINI COVER*4 'P Tr d Ilk -BUTTE COUNTY BUILDING DEPARTMENT ApPROVED r�7 �4 HW(zc5 rLAvlv\'� ki I no� A, �,,Il - -,, na eYl 1, 2- c it cut 9,10 � =__ NNE MEN ONES m■ r {, COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. FLOOD VARCEV> ZONING OWNER� Z 0 ISSUE PHONE NO. S3 OWNER'S ADDR SS p� LOCATION OF BUILDING c // SII OF BUIL v, �K � ���� SIZE OF STRUCTURE � -y .' X —3 Q = 7 mid SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME ` STEEL CONCRETE OTHER (Specify) TYPE OF SIDING �0G� ROOF COIVJ RING --7-71-v_✓(1 FLOOR TYPE ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follo-WS:— r FRONT -515 '^• SIDES �1D REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date -Z /� /Q Signature of Owner Permit Fee - $25.00 Receipt No. (5y -6s![ The above described AG Building is exempt from a building permit. White - DPW, Yellow - Assessor, Pink - B.I., Goldenrod - Applicant Director of Public Works By Date FLOOD VARCEV> ROOFING ISSUE c� c // Director of Public Works By Date Applicant Date Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_—jnaiI—counter by .date Contractor, designer, owner, was advised of above required data by—phone —mai I—counter by date Plans checked by Copy—DPW Date Plans approved by Sets of plans on hold in . File cabinet AP folder Date COUNTY OF BUTTE DEPARfiMEF ll�OP PUBLIC WORKS -BUILDING DIVISION q 7 COUNTY CENTER DRIVE - OROVILLECALIFORNIA 95965 -TELEPHONE: 916/538-7541 PERMIT APPLICATION: DATA SHEET � Permit No. Zr, VA Z�A T= OWNER � A. � . No. ,a Proposed Building Use .4K Building Inspecrorl Date! At time of permit application, I was advised the following data must be submitted,.; for to permit processing and/or issuance: ". I DATE RECEIVED APPROVED + I 1. All items have been submitted . ........................... ` ... 2. Plot plans in duplicate/triplicate, signed by preparer of plans`: s�:'y'.�tc.. 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ...:..... 7. Statement of Intent for Non -Heated and AC Buildings ......:....... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation ' instructions ....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ......................... ........ 16. Plot plan and business license approval from City of • ' ' "" ° (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required >;Building Inspector (Date) Pre=lnspec. request to 21. Contractor's license information (No., Name Style, Classifictnf ... 22. Certificate of Workmans Compensation Insurance ........:.; '. ".... 23. Owner -Builder Verification (Given to owner ❑, Mail to owper ❑)...... 24. Recorded copy of Agricultural Acknowledgment Statement .. �.... 25. Letter of signature authorization .......................... ...... . 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone,_ and hold for pickup at,, --'2—,2C office. Deliver w/inspector. Other Applicant Date Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_—jnaiI—counter by .date Contractor, designer, owner, was advised of above required data by—phone —mai I—counter by date Plans checked by Copy—DPW Date Plans approved by Sets of plans on hold in . File cabinet AP folder Date STRUCTURAL CALCULATIONS FOR GEORGE GIDEON BUILDING SYSTEMS 40' SPAN RIGID FRAME w/ 20' LEAN-TO na.aso5 GGBS #3531 BUTTE COUNTY BUILDING DIVISION 6.- 1/1AP=PROVED .._ BROOKS RANSOM ASSOCIATES-,.- CONSULTING ENGINEERS 7415 N. PALM, SUITE 100 FRESNO, CA. 93711 PHONE [5591449-8444 FAX 15591449-8404 . BRA # 03623 A o. Sheet BROOKS-RANSOMASSOCIATES By: STRUCTURAL ENGINEERS CIVIL ENGINEERS .7415 NORTH PALM, SUITE 100 Date: FRESNO, CALIFORNIA 93711 (559) 449-8444 FAX (559) 449-8404 Ak lWob no. Of MA Brooks Ransom Associates itle : Job # . Structural Engineers Dsgnr: Date: 10:09AM, 18 FEB 0d i " 7415 North Palm Ave., Suite 100 Description liV1IVVV Fresno, California 93711 Scope (559) 449-8444 Fax (559)449-8404 Rev: 560100 User: KW-0602497,Ver 561,250ct2002 Steel Beam Design Page 1 (c)1983-2002 ENERCALC Engineering Software c:1ec55\03623 eav Calculations Description Mezzanine Beam General Information Calculations are dr,slgned to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section-: W12X16 Fy 1. 00 0k8iY -tea-► Pinned -Pinned, Load Duration Factor 1. Center Span - 18.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. Right Cant Lu : Unbraced Length 0.00 ft _ LL & ST Act Together 0.00 ft 2.00 ft Section Properties W12X16 Distributed Loads _ We 11.990 in #1 #2 #3 #6 #7 _ DL 0.200 103.00 in4 r-yy 0.774 in k/ft LL 0.800 2.82 in4 Rt 0.960 in k/ft ST 17.181 in3 . k/ft Start Location 1.414 in3 ft End Location ft Suent�►a Beam OK Static Load Case Governs Stress Using: W12X16 section, Span = 18.00ft, Fy = 50.Oksi End Fixity =• Pinned -Pinned, Lu = 2.00ft, LDF. ='1.000 Actual Allowable Moment 41.148 k -ft - 47.248.k -ft Max. Deflection -0.803 in fb : Bending Stress 28.740 ksi -1 33.000 ksi Length/DL Defl 1,264.7: 1 fb / Fb 0.871 : 1 Length/(DL+LL Defl) 268.9: 1 Shear 9.144 k 52.756 k fv : Shear Stres: 3.467 ksi 20.('00 ksi fv / Fv 0.173: 1 Force & Stress Summary These calumns are Dead + Live Load placed as noted --» DL LL LL+ST LL LL+ST Maximum Only (a) Center (7 Center (a -)' Cants Cants Max. M + 41.15 k -ft 8.75 41.15 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 9.14 k 1.94 9.14 k . Shear @. Right 9.14 k 1.94 9.14 k Center Defl. -0.803 in -0.171 -0.803 -0.803 0.000 0.000 in Left Cant Defl 0.000in 0.000 0.000 0.000 0.000 .0.000 in Right Cant Defl 0.000 in 0.000. 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 9.14 1.94 9.14. 9.14 k Reaction @ Rt 9.14 1.94 9.1 " 9.14 k Fa caldd per Eq. E2-1, K'Ur < Cc I Beam Passes Table B5.1, Fb per Eq. F1-1, Fb = 0.66 Fy Section Properties W12X16 _ We 11.990 in Weight 16.00 #/ft r-xx 4.676 in Width 3.990in I-xx 103.00 in4 r-yy 0.774 in Web Thick 0.220 in I-yy 2.82 in4 Rt 0.960 in Flange Thickness 0.265 in S-xx 17.181 in3 . Area 4.71 in2 S-yy 1.414 in3 Sheaf Of: Brooks Ransom Associates Title: Structural Engineers Dsgnr: 7415 North Palm Ave., Shite 160 Description Fresno, California 93711 Scope (559) 449-8444 Fax (559)449-8404 Rev: 550100 User. KW -0602497, Ver 5.6.1, 25 -Oct -2002 Steel Column (c)1983-2002 ENERCALC Engineering Software Description Mezzanine Column Job # . Date: 10:09AM, 18 FEB 04 Page 1 cAec55\03623, ecw: C alculations General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements ' Steel Section P3STD Fy 46.00 ksi X -X Sidesway.. Sway Allowed Combined Stress Ratios Duration Factor 1.330 Y -Y Sidesway : Sway Allowed Column Height 8.000 ft Elastic Modulus 29,000.00 ksi. AISC Formula -H1 - 2 40.38 ksi End Fixity Pin -Pin X -X Unbraced 8.000 ft Kxx 1.000 Live & Short Term Loads Combined Y -Y Unbraced 8.000 ft Kyy 1.000 Loads F'ex : DL+LL 21,944 psi Cm:x DL+LL Axial Load... Cb:x DL+LL 1.75 F'ey : DL+LL 21,944 psi Dead Load 1.94 k 0.85 Ecc. for X :X Axis Moments 4.000 in F'ex : DL+LL+ST Live Load 7.20 k Cm:x DL+LL<-ST . Ecc. for Y -Y Axis Moments 0.000 in 1.75 Short Term Load k 29,185 psi Cm:y DL+LL+ST 0.85 Cb:y DL+LL+ST Column Design OK Section : P3STD, Height = 8.00ft, Axial Loads: DL = 1.94, LL = .7.20, ST = 0.00k, Ecc. = 4.000in Unbraced Lengths: X -X = 8.00ft, Y -Y = 8.00ft fb : xx Actual %_;l Of: Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 - 1 0.7308 0.9616 0.6934 AISC Formula -H1 - 2 40.38 ksi 0.6667 0.8463 0.6363 AISC Formula H1 - 3 0.1974 0.00 ksi 0.00 ksi XX Axis : Fa calc'd per Eq. E2-1, K*Llr < Cc YY Axis : Fa calc'd Der Ea. E2-1. K*Llr < Cc Stresses Allowable & Actual Stresses Dead Fa: Allowable 17.65 ksi fa : Actual 0.87 ksi Live �m 17.65 ksi 3.23 k3i DL + LL DL + Short 17.65 ksi 23.48 ksi 4.10 ksi4.10 ksi Fb:xx : Allow [F3.1] 3.02 in4 30.36 ksi 30.36 ksi 1.726 in3 30.36 ksi 40.38 ksi fb : xx Actual %_;l Of: 4.50 ksi 16.69 ksi _ 21.19 ksi 21.19 ksi Fb:yy : Allow (F3.1) 30.36 ksi 30.36 ksi 30.36 ksi 40.38 ksi fb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Analysis Values F'ex : DL+LL 21,944 psi Cm:x DL+LL 0.85 Cb:x DL+LL 1.75 F'ey : DL+LL 21,944 psi Cm:y DL+LL 0.85 Cb:y DL+LL 1.75 F'ex : DL+LL+ST 29,185 psi Cm:x DL+LL<-ST . 0.85 Cb:x DL+LL+ST 1.75 F'ey : DL+LL+ST 29,185 psi Cm:y DL+LL+ST 0.85 Cb:y DL+LL+ST 1.75 Max X -X Axis Deflection -0.247 in at 4.640 ft Max Y -Y Axis Deflection 0.000 in at 0.000 ft Section Properties P3STD Diameter 3.50 in Weight 7.57 #/ft I-xx 3 02 in4 Area Thickness 0.216 in s 2.23 in2 I -YY 3.02 in4 S-xx 1.726 in3 S -YY 1.726in3 r-xx 1.164 in Sheet r-yy 1.164 in t %_;l Of: -r r _ Brooks Ransom Associates Title : Job # Structural Engineers Dsgn:-: Date: 10:09AM, 18 FEB 04 7415 North Palm Ave., Suite 100 Description liV.iflVVi Fresno, California 93711 Scope: 60 0 (559) 449-8444 Fax (559)449-8404 Rev: 560100 User: KW -0602497, Ver 5.6.1, 25-Oct-2002Steel Column Page 2 (c)1983-2002 ENERCALC Engineering Software c9ec55103623.ecw:Calculations Description Mezzanine Column Sketch & Diagram Axial DL = 1.94k Axial LL = 7.2k Axial ST = Ok 811 F�in Y 1 NICE LROY MEIAL, INC. i fl1 r� ! ;I d NA uiti-Rib is one of the most versatile member of the IMcEiroy family of aualiN products. It is truly a multi-1.iSE wail and roof pane! whose applications scan a tremendous variety or commercial and industrial ccnstruc-'cn proiec:S: IUuiti-nb's superibrity aS a roofin0 panel is proven by. comoliance with the rigid Unde^NriterS' Laboratories UL -90 wind uoliit tests. An ideal combination of strength and beauty make lyluiti-Rib an &zuFtly popular choice for wall appiic tions. 2- 2/16' 36" Cover wicrn MULTI -RIS LOAD TABLE= GENERAL LOAD TAELE NOTES 1. All rafclrtations br prccerves of palely are r�:!atea in a=rdu= -,,,M Sce&cajcns for Ile Cesicn ci L cit Gauee Coid formed Steel SL-ucur-.i Mernters published by the .=rraricn Iran and Sim Insaiute (Mrla SI) and cuidaines eoi shed by _`e Me ai Euiairg C. m6cnent ,Narn-r nuiacus ssociarien (MMMA). Wind ones and deletcri fads are limited by a de�cn of U180. 2. yakies &mown asa6mv ble Ieads are based on panels =verina.31ree (3) or mere eoU1 cntinucus scans. ;viuiuoiy values shawn by 0.8 for two (2) span mnd5on. 3. Allowable !bads f¢ cn) for wird shown have been increased by 33 ir'.9. 4. Eor wird &ads stress only, mumoiy rive toad by 1.I 5. weieilt of panels frost be deduced frcrn values to obtain net alkvabfe baa Sheet BROOKS-RANSOMASSOCIATES g STRUCTURAL ENGINEERS j CIVIL ENGINEERS 7415 NORTH PALM, SUITE 100. per: FRESNO; CALIFORNIA 93711 (559) 449-8444 FAX (559) 449-8404 ob no. OF. SECTION PROPEF�T?ES ALLOWABLE LOADS (PSS - 1 i cP !N c0M.PRE59cN 130rr V IN CCVPRE94!CN ( WINO LCAO i ::lE L^-Ao aE.=t3= I '40N1 Pane. Neianr FY Ix Gaua_eil PSF I KSI I IN. I IN.' Ma Ix Se Ha I I I XIP IN, I IN.,I IN' I KIP IN. 14 i 4 I 1 6 3' I I d 29 1 0.75 180 1.02171.0201 1 0.955 1.0145 1.0214 1 1.024 1•1251 71 1,16 1 27 ! 17 i2 I of 33*i 34! 21 11� Ia 1.1- 1.31 1.48 1.60 1.701 .20 o 26 1 0.95 180 1.03251.0-1091 1.482 1 .0198 1 .0300 11.;35 1 1T1 1 100 1 4 1 40 t25 1 17 1 !2_1 1 r 1 18 ! 30 1 19 1 13 1 .!7 i .29 1.16 1 .50 1.701 .80 25 i 0.95 150IMF- 1.0371 i .112 1 .0213 1:0332'0.995 1 123 1 60 1 4s 31 1" 2 i - 02 ! 52 &IJ 23 ; -; 131.101 '9 !.20 1 421 571 .7d 24 1 1.22-0 180 1.0454 ;.01460 1 2205 1 .0265 1 .N I 1 11.9%0 .2d3 ! 137 1.38 1 5- 5 123 1182 ! 103 166 i 41 ! "5 1 17 1 J7 i .30 1.46 i .50 1.701 .80 24 1120 150 1.0499 1.01991 1.494 1 .0286 1 .0462 1 1.382 117', 1 96 -1.51 1 43 131 1 24 1 1281 72 1 -6 1 32 1 2d 1 18 1' . i 1 1 .19 1.30 I .43 I :? i .77 1 GENERAL LOAD TAELE NOTES 1. All rafclrtations br prccerves of palely are r�:!atea in a=rdu= -,,,M Sce&cajcns for Ile Cesicn ci L cit Gauee Coid formed Steel SL-ucur-.i Mernters published by the .=rraricn Iran and Sim Insaiute (Mrla SI) and cuidaines eoi shed by _`e Me ai Euiairg C. m6cnent ,Narn-r nuiacus ssociarien (MMMA). Wind ones and deletcri fads are limited by a de�cn of U180. 2. yakies &mown asa6mv ble Ieads are based on panels =verina.31ree (3) or mere eoU1 cntinucus scans. ;viuiuoiy values shawn by 0.8 for two (2) span mnd5on. 3. Allowable !bads f¢ cn) for wird shown have been increased by 33 ir'.9. 4. Eor wird &ads stress only, mumoiy rive toad by 1.I 5. weieilt of panels frost be deduced frcrn values to obtain net alkvabfe baa Sheet BROOKS-RANSOMASSOCIATES g STRUCTURAL ENGINEERS j CIVIL ENGINEERS 7415 NORTH PALM, SUITE 100. per: FRESNO; CALIFORNIA 93711 (559) 449-8444 FAX (559) 449-8404 ob no. OF. GIRT. SIMPLE SPA HT GAG E STRUCT URAL IN=,, UTE SiMPt � SP&N 1 nAn TxMI =c cna 7Cnc SEC 7ON S c =._ _ I SPAN .T I LCAO II 1JF-1 015F_ IN REACT I ;CIPS II S2:C^CN 3 X 2 SPAN .ICAO I CE _ .iE4C- I - 11..:iFi i IN I :(IPS 16 CA .2 2841 .56 I _.70I lb CA __ 292 Si NY RP I .f1• 14 208 i3 9XZ.SZ j 11 ]. 60 I I.06L,10 II 17 .11 I. l2_12 2. P 7.a6 L. r7 1a2 .37 - a0 0 13 !26 .26 •� 24 .-i _.24 1 6 38 14 GA 11 GA. .5 .- 29a 244 aT .35 >i ..33 202 .38 23 20 _39 26 6a 1.521 246 _ __.54 35 22 24 •2-` 't' 95 -' 2.42 1.2s114 _._4 22\1 _ 3T 24 ,._: 38 2.35 _..0 3 io 98 _- 72 13 CA GA 1 15 345 201 '209 a4 96 42 2.261 20 I _63 69I 10 .59 40 _- 32 _. 60 4 6 i6 I _ 9 y 4 2 _. _.'al - 12 CA ._ I :39I .6i ;.27 I I 12 GA399 y3C i I 1.?3 3 • 3a 296 34 2. ^ L4 I ,40 .37 .96 2.581 184 .35 .a8 '.38 _3 2229 28 Ld 236 2C I i34 1. ;c 301 .17 20 226 ..33 :. 40 ._6 _2 16o 2.06 22 1;8 2. 05 95 24 _25 2.46 .62 24 150 I _.;4 _ d0 8 2 I c g -.3 ..I 2j _ ' 3 6 .34 34' I .16 _ • 10 70. 96 I .31_ 1 _. 470 , M)TES •'.t , I Laaa is allpwaa4o fatal loaa tear Carl be suppOnea by In- seootl j }fe -gm of the aeetpn has not Dean sucua !rom in- vanre� 2 Aapwap{o I6aas nave aeon CaICn W inacraartm wrN ale 1988 edtlon or ALS' sDacs♦✓.ppns. 'Tess values are varld only } LM cancreas:an conga ¢ aaequataly Supoara nea Ianpy. For ac_of cpnan!Ons suet as mamoom wnn laterally unsuo- ?ormp sem)ns am nonunnommoay spacnq-_ cmao an III (r74RDer to Dorsal allowaole 102GS 3 Mo-im" Laos assun,a (no usa al places or CID. of suomns "m= wW Bneciv.ry I2nrfef sut]Don !cans m tD Ino Woo of the maoor. II s=?. s ars to pear atreCty an Ino suDPpns. !no sa6lpns must DB C/o0(ea IOf weo CrlpgarK3. islet l0 saR'DI6 C:.ICIlappnS 'l 6afMr--bn values :ra Ne ""um of .,I-=- u1•dl pClts wrenpp !na lug albwnpq loaa is aaco.. Fcr F` CDP- -M M -al Da II9paon raDl tr-nm a maty Da nemnzary 10 ""`D y Ina snows- - as. Reser lD R k� saaMe a►a+mlarti c=_=ens ;or esamOfae ai now tp sarapj seC'Wrp farwma loay S=CN PgOP=gTlE Y1� E: �n I �31T) "z_�1,33J (a Air p Ib Vs� Jg �, `Z.5 -r, J �. C A 8 Sheet BROOKS RANSOM ASSCCIA.TES By. . F!' STRUCTURAL E1PGMERS gy CIY1L ENGINEERS ,•.j 7415 NORTH PALM AVE., S= 100 Dafe:. ' FRESNO, CA11FORNM 93711 i (559)449-8444 FAX (559)449-0404 Job no: . Of: AXIS X- AXIS YY 7 O X 8t X82 I BEC ;YpN I GA WIFIGHTI ARF:A I I I If Sy LB/Fr I IM INS NY RP I .f1• IM I IN I IN 0'S 2i25X Z.7H 9XZ.SZ j 11 ]. 60 I I.06L,10 II 17 .11 I. l2_12 2. P 7.a6 L. r7 Y1� E: �n I �31T) "z_�1,33J (a Air p Ib Vs� Jg �, `Z.5 -r, J �. C A 8 Sheet BROOKS RANSOM ASSCCIA.TES By. . F!' STRUCTURAL E1PGMERS gy CIY1L ENGINEERS ,•.j 7415 NORTH PALM AVE., S= 100 Dafe:. ' FRESNO, CA11FORNM 93711 i (559)449-8444 FAX (559)449-0404 Job no: . Of: .� ` GAGE S i RU URA I �°'� s. - ' AX1SX•X I nrAXIS Y•Y p X HL X 92 I 8'cC'ItON G.l I Y B/FT LOAD TABLES FOR ZEAS I IN` So So I N I IN' SyI N !!P IN azznsxzrrs 8X252 e y z.ae 4.41 a3 1.oe 1_10 ;1! 7e !.!4 12.11r 11.47 TWO SPAN LONG LAP AMAX LAP ' aEACT10N I I .'IFkC'nCN SECTION SPAN -LOAD DE _ I I I LOAD 06 I INT EXT o X 2.5 [ r l LE/Fi IN KIPS KIPS LB/FT IN KIPS I KIPS ' i6 GA .13149 20 .2If .39 3:34 1430 137 .?3 1.23 22 100 ..14 2.74 .30 .32 129 .:< _. 7.38 1435 24 93 _.23 ". _,. .7: 104 .55 - 2< 76 <._3 2.36 .7_ 96 2462 2.39 .34 :30 26 71 _p .53 86 i.7- X2.30 29 60 _4; - 55 2.:0 .53 74 2.34 258 .34 14 GA. 30 !9 i2 220 _.38 :. 95 58 63 2.11 . 2.38 .71 2C '176 79 4.95 1.49 302 1.09 6.79 2.14 22 143 .96 4.40 1.32 379 !.J2 5.36 '.79 -Z_ 119 US l09 1.14 1.33 1.45 3.99 3453 3.39 1.36 ;°J 'tL--3-e .52 1.74 5.18 4.58 1.55 1.27 26 ' 100 1. J2 I� 1425 9.31 1.29 29 85 ..5 1.79 3.25 2.98 3 .89 ' n 104 i.37 2.20 4.19 3.55 1.23 13 GA 30 73 2.03 2.75 .d7 39� 2.49 3.35 1.19 18 20, 22 299 228 184 1.10 6.51 <. 69 3; 775 301 L.1C .34 d. 45 7.54 _.00 2.51 22 .26 29 150 _.34 .13 _.OS '.52 246 .60 6.76 2.03 25 138 1.37 4.49 1.35 .96 ..31 5.89 l,77 26 125 _.49 4.31 1.29 li7 1.93 5.54 - 1.6.6 29 117 _.58 4.08 1.22 16i 2.14 .22_.57 '30 92 ..dl 2.97 ?.. 79 3.46 _: 12 2.14 3; 2.29 2. 5 4 4.68 4.24 1.40 1.27 1d 20 339 262 ,34 1.00 .60 6.54 7 29 427 .1.08 9.62 2.89 22 2!2 S.d6 2.96 34935 +• d. 74. Z.62 24 174 _.19 1.37 5.21 ..76 1.56 286 9 1.61 7.37 2.36 25160 1.48 4.39 !.50 Z2 206 i.32 1.93 6.86 2.06 26 144 1.Si 9.69 2.41 184 2.02 6.43 5.98 1.993 1.0 29 JO 127 106 1.90 4.30 1.29 155 2.29 5.41 1.62 2.39 3.96 1.19 ,i70 3.54 4.99 1.47 NOTES I Load is auowod totw Iowa than can ce su000nea b7 the seaon. The wegnt at the sedan has not beer, suotraced Indm M_ vauec 2 ALm =c bona nave been =t -UW In amrdancn wun'he 1986 w=m of .i1St sorylratbm. J the ° 8an0e 13 :Cegt ry suaponea latenatfy. For aoedat oorx*fOL m _ These vatnea are va8d only Panes seCJOns stn nonuniform bay apaanos <yntae :n LGSi mender to abtan members wrtt Iareratly unsup J dlaawaCte bars at9lnfe Ing use of ofatds or clb= ...Opens wnicn Wt8 erlecavely trz=w Support loans OU -cry to the weo at the mender. If sedans are Ia bear alrecy on me su clectea larweo cmo9ng. Aeterto sande cacuhtdons NO seclons MUM oa 4 OelteCbn values ane me aalaunr of don8c:10n Ina, O=m when the tun ahawabh baa 1. apollem For apotradau wan 59-1 awlecion reeuvensna a nay be nececaary to rtfoaty the albwanle sande o ca-odm y loans. Peter to 5 Roe" 10 &mm a✓cmWorp ter alomp{ee at haw to Sete¢..Ctk n forw w louoa- �o GiA c -- LI •$o)I SECTION PROPS-FrTIES Z6 rraoernavr_a�a :I - •n►s�ar�saast I NS LOA D ZD r TL - M /t/1 rx .i lief' 1.14 2.at .se 1.14 .37 _ r By: AX1SX•X I nrAXIS Y•Y p X HL X 92 I 8'cC'ItON G.l I Y B/FT AFib I IN` So So I N I IN' SyI N !!P IN azznsxzrrs 8X252 e y z.ae 4.41 a3 1.oe 1_10 ;1! 7e !.!4 12.11r 11.47 1_ 1:011 l.nltu 1.054 t4o5.47 of 11.'3.!a Z6 rraoernavr_a�a :I - •n►s�ar�saast I NS LOA D ZD r TL - M /t/1 rx .i lief' 1.14 2.at .se 1.14 .37 _ r By: rw"URL1N.Sj_ TWOSPAN CASE: �.�s4ucr Y== LIGh7 CAGE AUG FAL INSTITUTE. 190•' _ 1 nen TARE CC =rnc -7c=c NOTES I Load Is a8owaobldal baa that can be suooaned by the secJon. we -Th masa valuae- e ght of the sextan has not bean suatraxed from 2 .14owapq 10am have bean calxa awd in acamanca wan me 1986 eoltion of AISI moc:t1ea0m. These values are valla only v' the Cornomeslon flap. is aooanMaly s wpon.c lal.mlly. For special carnations aucn as mtenroom watt laterally umuc_ portma aaxtam and nonuniform say spacngs cntax an LGSI member to dbt3ln allowable Waal 3 Allowabq bads assume. the usa Of plates Or alas at swoons wnixe wig ty erteapvefy vanster support loans ddexto the woo of the member. II sextons are to bear direxty on the supports, the sections must ae =8=90 tar weo xipplIng. Rater to sample ckutadons. + i7eflexbn values and the amount o1 detg0:ion oalxltmt40rts that aPOdG wocvrs when the lull alWwapq Wad Is aopfiea For sarreole - em soma datlaman requuemarna it may be nsca : ary to moordy the alawaol. loans. neier la 5 Rarer to sarnla g plyq>)pms tar a>mm0lee of how to s8f0a sea)ons tar wind lona& SECTION PRCIPFRTTFC AX1SX•X AXIS Y•Y TWO SPAN OX Bt X82 SE0710N GA 'WEIGHT LONG LAP MAX LAP ' REACTION Ry L CTION PJFT INr IN SECTION SPAN LOAD DEFL IN EXT LOAD OEFL tNT EXT 8 X 25 Z I L9l� IN S ;3. KIPS L IN KIPS 16 GA 18 149 .69 4 1,70 191 .911 4.43 1 20 120 .86.JS i .90 155 1.12 11.98 1.!6 22 !00 1.04 2.74 .32 �� '_.35 7.51 1.05 24 83 1.23 2.50 ,,_ .104 1.55 3.12 25 76 .113 2.J8 .71. 95 1.68 2.99 .39 _ .90 26 28 71 1.44 2.110 .59 86 1.77 2.90 .34 70 60 52 1.65 2.10 .63 74 2.34 2.58 ,77 14 GA 18 220 L.38 1.35 .58 63 2.71 2.78 .71 20 176 .79 4.95 1.49 702 '_.09 6 i9 2.04 22 143 .96 4.40 1,112 239 1.32 5.96 1.79 24 118 1.14 3.94 1.18 188 1.52 5.18 1.55 25 1.33 3.53 1.06 1-57 1. 74. 4.5d 1.77 26 109 1.45 1.39 1.02 138 1.95 4.111 1.29 28 100 1.55 7.25 .97 126 1.97 4.09 1.23 30 85 1.79 2.98 .39 104 2.20 3.65 1.09 13 CoA, ! 8 711 289 2.03 2.75 .83 89 2.49 3.35 1.00 20 228 _ . 84 1.00 6.51 5.69 1.95 376 1.10 d.45 2.53 22 184 1.19 5.05 _.71 1.52 701 246 1.34 7,54 2.26 24 150 1.37 4.49 1,35 196 1."00 1.81 6.76 5.89 '2.03 25 25 128 1.49 4,31 i.29 177 1.93 5.54 1.71 1.56 28 125 107 ! .58 9.08 1.22 161 2.04 5.22 30 92 1.81 3.74 1.12 134 2.28 4.'08 1 'a0 18 1138 2.07 3.46 1.04 113 2.54 4.24 1.27 . 20 262 .84 1.00 7,60 6.54 2.28 427 1.08 9.62 2.89 22 2111 1 5.36 1.96 349 1.35 8.74 2.62 24 174 _ .19 1.37 5.21 1.56 229 1.61 7,37 2.06 25 160 t .98 4.39 1.82 6.86 2.06 26 28 14 4 123 1.57 4.69 1.41 184 2.02 5.98 1.30 70 106 1.80 4.30 1.29 155 2.28 5.41 1.62 2.04 3.96 1.19 130 2.54 4.89 1.47 NOTES I Load Is a8owaobldal baa that can be suooaned by the secJon. we -Th masa valuae- e ght of the sextan has not bean suatraxed from 2 .14owapq 10am have bean calxa awd in acamanca wan me 1986 eoltion of AISI moc:t1ea0m. These values are valla only v' the Cornomeslon flap. is aooanMaly s wpon.c lal.mlly. For special carnations aucn as mtenroom watt laterally umuc_ portma aaxtam and nonuniform say spacngs cntax an LGSI member to dbt3ln allowable Waal 3 Allowabq bads assume. the usa Of plates Or alas at swoons wnixe wig ty erteapvefy vanster support loans ddexto the woo of the member. II sextons are to bear direxty on the supports, the sections must ae =8=90 tar weo xipplIng. Rater to sample ckutadons. + i7eflexbn values and the amount o1 detg0:ion oalxltmt40rts that aPOdG wocvrs when the lull alWwapq Wad Is aopfiea For sarreole - em soma datlaman requuemarna it may be nsca : ary to moordy the alawaol. loans. neier la 5 Rarer to sarnla g plyq>)pms tar a>mm0lee of how to s8f0a sea)ons tar wind lona& SECTION PRCIPFRTTFC AX1SX•X AXIS Y•Y OX Bt X82 SE0710N GA 'WEIGHT AgEA Ix I Se Re;y Sy Ry L PJFT INr IN IPP IN IN• IW IN IN >lX2.126X2376 _ 8X2.32 18 2.d9 tl ]. 60 I 2 11.41 5.07 .33 7.76 !.06 9.94 !,70 12.11 1.49 17. d7 1.d0 2.11 1.97 ].41 3.07 1.06 1.06 1.05. 1.12 1,/0 1.11 2.01 .]a .I6 .59 .66 I.13 1.!3 I I.15 1.16 .90 .92 .95 .9l TsZl$. Al =A -_ pa �';' spa. je. s @ t-5 `-0 it v • %. t1 BROOKS -RANSOM ASSOCIATES g _ . Sheaf STRUCTURAL ENGINEERS CIVIL ENGINEERS 7415 NORTH PALM, SUITE loo Date. FRESNO; CALIFORNIA 93711 _. (559) 449-8444 FAX (559) 449-8404 - ob no. Of. Sheet BROOKS RANSOM ASSOCIATES By: i� STRUCTURAL ENGINEERS CIVIL ENGINEERS 7415 NORTH PALM, SUITE 100 Dote: "i FRESNO, CALIFORNIA 93711 (559) 449-8444 FAX (559) 449-8404 '`', ob no. Of: C�.Z3 ,, 2 C1 33) r �.Y w� CFS Version 4:11 - ` Page 2 Section: Section 1.sct Steve Cates Channel Sx2.5x1-14 Gage Brooks Ransom Associates Rev. Date: 11/12/20038:21:26 AM By: Steve Cates . Member Check - _ 2001 AISI Specification US (ASD) Design Parameters: Lx 14.870 ft Ly 7.330 ft Lt 0.000 ft Kx 1.0000 Ky 1.0000 kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in i' Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k -in) (k) (k -in) (k) Entered 0.000 70.650 1.580 0.000 0.000 Applied 0.000 70.650 1.580 0.000 0.000 Strength - 11.696 77.309 4.252 16.576 6.133 Effective section properties•at applied loads: Ae 1.02815 in^2 Ixe 9.7488 in^4 Iye 0.9124 in^4 Sxe(t) 2.4372 in^3 Sve(l) 1.2251 in^3 Sxe(b) 2.4372 in^3 Sye(r) 0.5198 in^3 ?' Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.914 + 0.000 = 0.914 <= 1.0 AISI Eq. C5.2.1-2 (P,_ Mx, My) 0.000 + 0.914 + 0.000 = 0.914 <= 1.0 AISI Eq. C3.3.1-1 (Mx, Vy) 0.835 + 0.138 ='0.973 <= 1.0. AISI Eq. C3.3.1-1 (My, Vx) 0.000 +'0.000 = 0.000 <= 1.0 Sheet BROOKS RANSOM ASSOCIATES By: i� STRUCTURAL ENGINEERS CIVIL ENGINEERS 7415 NORTH PALM, SUITE 100 Dote: "i FRESNO, CALIFORNIA 93711 (559) 449-8444 FAX (559) 449-8404 '`', ob no. Of: LA i RAL F; RiA, c i m -Zi )TOL_ l _Z. I L4 IA) I - I A UINE L L k_� I 1.11T N 0 R T ILI -50 U TH - \ qh gocrf L LA ST- T: c< So oc llama x 301 & LT( m AT'S it -7 to I ;5N sh7t .'BROOKS-RANSOMASSOCIATES j' STRUCTURAL ENGINEERS CIVIL ENGINEERS 7415 NORTH PALM, SUrM 10() Date: FRESNO; CALIFORNIA 937.0 :, -= -- - (559) 449-8444 FAX .(559) 449-8404 %job no. Of GGBS #35-31 BUTTE COUNTY BUILDING DIVISION APPROVED , /l% � p CONSULTING ENGINEERS 7415 N. PALM, SUITE 900 FRESNO, CA. 93711 PHONE 15591449-8444 FAX [5591449-8404 BRA # 03623 . .. ........ ------------ ...... . .. ........... ............... ...... .... - ------1 - Type of. Buildin jiF- Standard Type F- Tapered Girder Building Loads DL = 3-psf-(BAY) DL = 66 pIf SNOW = 0-psf-BAY SNOW = 0 pIf LL = 12-psf.(BAY) LL = 264 plf WIND =80-C TL = DL + LL TL = 330P if SEISMIC- 4 Load Combinations FV- DL + LL FY -0 DL + VVL (or ED) from left FV- DL + WL (or ED) from rt (not shown for symetric buildings) r DL+ SNOW F DL + SNOW + VVINDr2 r DL +WIND + SNOW2 12 1/2 1 91 r DL+ SNOW (over3O pst)+ ED +14'-4� Sheet %Of- Special Type Building Information SPAN = 40 -ft LEANTO = 20 -ft BAY = 22.• ft EAVE = 16. ft R/S = 1:12 Building Loads DL = 3-psf-(BAY) DL = 66 pIf SNOW = 0-psf-BAY SNOW = 0 pIf LL = 12-psf.(BAY) LL = 264 plf WIND =80-C TL = DL + LL TL = 330P if SEISMIC- 4 Load Combinations FV- DL + LL FY -0 DL + VVL (or ED) from left FV- DL + WL (or ED) from rt (not shown for symetric buildings) r DL+ SNOW F DL + SNOW + VVINDr2 r DL +WIND + SNOW2 12 1/2 1 91 r DL+ SNOW (over3O pst)+ ED +14'-4� Sheet %Of- -1*te' !Element C -q----1 s- 1 1 \Kpsf) F�' w(p,lif) 'Windward Wall 1.13 11 0.8 16.4 1 14.8IN 326.2 Leeward Wall 1.13 0.5 16.4 1 9,3 201.9 ... . . Roof 1.13 . . ......... . . .. . . ........ ... 0.7 .. ................. ..... 16.4 . . ..... . .... . 1 ............. . .. .... 13.0 1 OUT ........... .. ..... 285.4 lWindward Wall 1.06 0.8 16.4 1 13.9 IN 4-191.2 306.0 Leeward Wall 1.0_6 f__...._....._._ 4 1 8.7 ....... . ................ .......... . .. .. ........ ..... ... .. . ............. !Roof (OPEN) 1-06 ............ ... . . .. .......... 1.2 ...... . ..... 16.4 1 ­ 20.­9OUT 458.9 i 285plf 459p1f 0 4 p rlf:�� 326plf 204pif 306plf 191 19 1 plf Wind (w for walls) Vw = [(306-plf + 191-plf)-15-ft] + [(326.plf + 204.plf)-1-ft] Seismic Vs = [2.5•(0:44)•(1.5)l 4.5-(1. [3 - psf - (BAY) - (SPAN + EAVE)j Connections Vs - (2.8).(1.4) vf) = - 1.5 Governs = "Seismic Does Not Govern" V,W = 7985 lb Vs = 968 lb Vn = 2529.7 lb ly x WIOX12 W12X16 W12X16 7 2 N4 C) X X X (0 r�F Solution: Envelope Brooks Ransom Associate E 40x22xl 6 w/ 20' lean to November 11, 2003 DGE 9:50 AM - BRA #03623 FRAMEAd .:........... _..... ........... _.. �.. Company Brooks Ransom Associates November 11, 2003 . Designer DOE 1:20 PM Job Number BRA #03623 40x22x16 w/ 20' lean to Checked By: Materials (General) (ft) -(ft) ft F Diaphragm N1 0 0 ' Material Label Young's Modulus ksi Shear Modulus ksi Poisson's- Ratio:(per Thermal Coef.. 10^5 F °�..::. ..� Noy., Weight Density k/ft^3 Yield Stress ksi STL 29000 . No 11154 .3 .65 14.167 .49 50 SectioRS 0. M6 LEANf,,, F E r, _.. 20 01`7 5 E. r 9 1 r 3 Of i r Section Label Database Shape Material Label Area in ^2 SA(yy) SA(zz) I y -y in^4 I z -z (in ^4 J (Torsion) T/C (in A4 Onl COL W12X19 STL' 5.57 1.2 1.2 3.76 1.30, .18 RAFTEF2.- W12X`16.....:. ',....,, .STL ....::..., _ .: 471 .: :.....,-.1.2-,'. .. 1, 2..: . 2'.82 __. ,...1 Q3: ....., ''.1...r. LEANTOCOL W10X12 STL 1 3.54. .,..1.2 1.2 1 2.18 53.8. .05 Joint Coordinates ' Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature 'Detach from . 'Member Data X -Axis Shape / Material Phys , End. Releases End Offsets Inactive Member Label I Joint J Joint K Joint Rotate Section Set Memb I -End J -End I -End J -End Code Length /rionrccel Rot TMA ri..� xlin, rug M1 I N1. (ft) -(ft) ft F Diaphragm N1 0 0 0 0 No N2,:, N3 ..... x No 19.5 15.8125 0 0No N4:':.:...... °�..::. ..� Noy., N5 39 I 0 .0 0 . No N6 :..:..:. 20 -..::m r :.;0 .....:., a,-.:_ N7 -20 14.1667 1 0 m x 0 kNo„ 0 1 0 No LEANTOCOL 14.167 7:33 1. 1. 'Member Data X -Axis Shape / Material Phys , End. Releases End Offsets Inactive Member Label I Joint J Joint K Joint Rotate Section Set Memb I -End J -End I -End J -End Code Length /rionrccel Rot TMA ri..� xlin, rug M1 I N1. N2 COL STL Y 15: s r,M2 N2 , . :,N3 ..: i RAFTER 1k9 5 _ __. r „ .,. 17 M3 N3 N4 RAFTER STL Y 19.517. N'4 N5 , : k.-_...:, �n GOL STL" Y t, .,.jn __ ..,.,.._ .. y. K.:. M5 N6 N7LEANTO... STL Y 14.167 M6..;::.. N2 :.'. �EANTO" S;TL,, ..,.. .-.._NI7�, .. , .3,: r �,,, , .; M5. Steel Design / NDS Parameters Member Section Length Lb y -y Lb z -z L ocomp Cm y -y Cb , Sway i� Label. Set le2 lel le bend Ky-y K z -z "CH Cm z -z B; y z , R ii ftftftft }I i M1 COL 15 7.33 7.33` 1 1.2 0. M2 RAFTER y 1L.,T_ _' : _5_: :..; _._r n _5_. �._.: 1... j : 65a... _.�:.. _ ... 311 M3 RAFTER -19.517 5 -5 1 .65 0. M4, 7.33... 7 33 .1 ,....1 2 . k 0' M5. LEANTOCOL 14.167 7:33 1. 1. 0. M6 LEANf,,, F E r, _.. 20 01`7 5 E. r 9 1 r 3 Of RISA -3D Version 4.5b [O:\George Gideon Steel Buildings\2003\03623\FRAME.r3d] Page 1 ----------- pvll­� N. (k/ft, i F) (ft or %) -,. Company, Brooks Ransom Associates .285 November 11, 2003' Y Designer DGE -.264 1:20 PM HINER INS NOZ.-H.-rx. Job Number: BRA #03623 40x22xl 6 w/ 20' lea'n to Checked By: Redesign Criteria H _kz. kill T Mr 4, I_W ki M6 y Section Set Max Depth Min Depth 'Max Width Min Width Max Code Check' Min Code Check Member Direct Distributed Loads, Cate -gory: in in in in Member Label Direction COL End Magnitude Start Location End Location .95 (kIft, F) (k/ft,, F) ,RAFT,ER:;tM R.... U i.. MN . M1 X .306 Member Direct Distributed Loads, Cate -gory: None, BLC 1: DEAD 0 . MemberLabel Direction Start Magnitude End Magnitude Start Location End Location (k/ft, F) (k/ft, F) (ft or %) (ft or %) M2 Y0 .066 .066 0 M kp lfciMt Q, "0. M6 Y 066 -.066 0,1 0 Member Direct Distributed Loads, Category None; BLC 2: LIVE Member Label Direction Start Magnitude' End Magnitude Start Location End Location (k/ft, F) (k/ft, IF (ft or %) (ft or %) Y W2 -.264' -.264 0 1 0 1 -Member Direct Distributed Loads, Cate -gory:, None, BLC 4 : wind roof Member Label Direction Start Magnitude Ena Magnitude' Start Location End Location I pvll­� N. (k/ft, i F) (ft or %) -,. M2 y .285 M6 Y -.264 -.264 0 HINER INS NOZ.-H.-rx. N mri 0`25.0'. AUF H _kz. kill T Mr 4, I_W ki M6 y .459 .459 Member Direct Distributed Loads, Cate -gory: None, BLC 3: wind walls Member Label Direction Start Magnitude End Magnitude Start Location End Location (kIft, F) (k/ft,, F) I (ft or %) . . (ft or %) M1 X .306 ..306 1 0 . - 1 0 . -Member Direct Distributed Loads, Cate -gory:, None, BLC 4 : wind roof Member Label Direction Start Magnitude Ena Magnitude' Start Location End Location I Basic Load Case'DaM Load. Type Totals BLC No. Basic Load Case Category' Category 'Gravity Direct V V 7 I lnf D fn1 n;,+ A 0._4 1 (k/ft, F) (k/ft, i F) (ft or %) (ft or %) M2 y .285 .285 0 0 k 28 5 HINER INS NOZ.-H.-rx. N mri 0`25.0'. AUF H _kz. kill T Mr 4, I_W ki M6 y .459 .459 0 0 Basic Load Case'DaM Load. Type Totals BLC No. Basic Load Case Category' Category 'Gravity Direct V V 7 I lnf D fn1 n;,+ A 0._4 1 DEAD None 3 V .LIVE V%Ti N RN ini 0 A HIT I 223 0 ME F.P. F 3 wind walls None 2 -4 14 id f�;,:,�'I'��-�;.,�:'-"N-b�h'.T-----r—"::; w M, i. win ;7,dwT.-- iiEffi 2 H: n.n Load Combinations 11 Envelope Member Section Forces N3 N N4 0 N5 .0 '0 14 0.000 1 0 Company Brooks Ransom -Associates igw Hm ;­�,ip.n.:,!d.�� . ..... ... ...... November 11, 2003. S Designer. DGE R 2 1_1"T 1:20 PM Job Number BRA #03623 - 40x22xl 6 w/ 20*:Iean'to Checked By: 0 Load Combinations (continued) max 1 1.537 11 1 .008 13 1 0.000 1 1 1 0 M1 Num Description Env WS PD SRSS CD IBLC Factor BLC Factor BLC' Factor BLC Factor 0 7 -WL .1' 0 3 11 _4 0 min -2.117 4 -5.21 -2 O 1 0. 1 0 1 -26.021 4, 5 Imax I 2.983 -2 5.334 '4 0 1 0 1 0 1 0.705 2 I min 1. -7.13 1 3 1 -2,.783 11 4 0 1 0 Envelope.Joint Displacements 0 1. o Joint Label X Translate Y Translate Z Translate X Rotate Y Rotate Z Rotate. min -7.202 3 -2.096: 1' 2 --0 1 0 j 1 1 0 1 -15.011, ( inLc inLc ) () in Lc (radians) Lc (radians) Lc (radians) Lc () !2 N1 Imax I 0.000 3 -0.000' 3 0.000 1 0- 1 1 0 -1 1 1.792e-2 4 51"r RE* H H iN IN ON M I HII M N2 I max 1 1.541 3 1 .008 3 0.000 1 1 0 1 1 1 0 1 1" 1 1.2536-2 1 .4 11 Envelope Member Section Forces N3 N N4 0 N5 .0 '0 14 0.000 1 0 N6 igw Hm ;­�,ip.n.:,!d.�� . ..... ... ...... N7 S min,...::2i,8:07. 7 Envelope Member Section Forces max I 1.496 3 1 1.17 3 0.000 1 0 Oin, max I 1.451 13 .006, .0 '0 14 0.000 1 0 ..M.M.N le 9,3 T i ff N 00:1 1- On min., 11'1115 ; ' -, " ' 5 2 fl, I. a max 0.000. 2 0.000 4 0.000: 1 0 R 2 1_1"T max 0.000 3 0.000, 3, 1- 0.000'e 1., 0 ..11 ,0 000 2 Ogt nn g M . n0; 0 1mU max 1 1.537 11 1 .008 13 1 0.000 1 1 1 0 1 1 0 .,',4 .3 Envelope Member Section Forces Imax- I 9.582 1 2 1 1.134 3 1 0 1 1 -0 1 0 1 2 1 min -2.096 -7.344 2 0 -1 0 1 0 1 -3 5 Imax I 9.511 1 2 1 1.807 J-4 0 1 0 1 0 1 -2 7 15 2.0 96- 0 .44 22 0 0 1 3 3 i EE O V ' .m....; ;­ -3 W_1 - :1 . t219 -N R"anjNj g N V2 ` : . a GOO3W.225 1 Member Label , Section Axial Lc -9.795 Shear y -y (k) Lc Shear z -z (k) Lc Torque (k -ft) Lc Moment y -y Lc (k -ft) Momen t z -z (k -ft) Lc M1 1 Imax I _1 2 1 4.577 3, 0 1 0 1 1 0 1 0 min -2.117 4 -5.21 -2 O 1 0. 1 0 1 -26.021 4, 5 Imax I 2.983 -2 5.334 '4 0 1 0 1 0 1 0.705 2 I min 1. -7.13 1 3 1 -2,.783 11 4 0 1 0 1 -1- 0 1. o 1 2 max 1 9.724 1 2 1 3.429 1 3, 0 1 0 1 .01�8 285 1-4 min -7.202 3 -2.096: 1' 2 --0 1 0 j 1 1 0 1 -15.011, 1 3 3 max 9.653 1 2 1 2.282 3 0 1, 01 0 '1 1 !2 min 1 -7.273 1 3 1 -2.096 2 0 11. 1 1 j 0 1 1 0 1, 1 F- 2-1'7 1_% 3 .,',4 .3 Imax- I 9.582 1 2 1 1.134 3 1 0 1 1 -0 1 0 1 2 1 min -2.096 -7.344 2 0 -1 0 1 0 1 -3 5 Imax I 9.511 1 2 1 1.807 J-4 0 1 0 1 0 1 -2 7 15 2.0 96- 0 .44 22 0 0 1 3 3 i EE O V ' .m....; ;­ -3 W_1 - :1 . t219 -N R"anjNj g N V2 ` : . a GOO3W.225 1 1 '2 22 i ­ in i n, 4 . IS 576 tUh H 07 0:1 -3- ;1 IX ZZ ;Wi�, 211 IN nfli!.1, L max 2 822 0 4 ,1 X21 2374 N ; ntOWS 3TTrgi ; max 2 M xti ". i TMlIn M0::. 1 0 K - T-H60255g2H S max 2 682. 2 ,. 1547 i..WA t. IS. . OA i L I MR: !a,2 M3 1 Imax I 2.701 1 2 1.371 4 0 1 0 1 1 0 V 1 5 3 3 ti'I in -2.167 1 4 -.799 �,3 o 1 o T- 0 L-28.049-1 -2' 2 H 1 1 2 2.362 4 0 1 0 max 2.772 0 1 -TT.70-5- 3, -2.15. 4 -1.836 2 0 1 0 min 1 0 1 -23.206 2 3 max. 2.842 2 3.353 4 0 1 0 1 0 1 1 14.351 3 min -2.133 4 '-1 - 1 0 523 2 0. 1 0 1 -10.133 2-1 1 4 ImaxI 2.912 2 4.341 4 01 0 1 1 1 11.17 2 min -2.117 4 -5.21 -2 O 1 0. 1 0 1 -26.021 4, 5 Imax I 2.983 -2 5.334 '4 0 1 0 1 0 1 0.705 2 I min 1 -2.1 4 -6.89T 2 0 11 0 1 0 1 4 N. X . R '2 IR M -OU IW min O .I., H . ... ...... .. . .... . . ............. ....... . .... ........ ............ ......... .. .............. ........ . .. Company Brooks Ransom Associates i November 11, 20031 Designer DGE 1:20 PM Checked B 40i2W6 W1 20"leah to Y: Job -Number BRA #03623 Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear yy Lc Shear z LcTorque Lc Moment y Lc Moment z Lc (k) (k)l (k) (k -ft) (k -ft) (k -ft) F '5*.�' 14 0. In: I n -PTA iTr --ME TIM: N._r1' %::I-..;!:::; - .1 !."= NN Rfl.. -- ....... . .. ... R. Envelope Member min 44 3 Eff 11659 .�, 1 -". 7 .1 in ..... ......... 9 max 91 n-.10=312 R 7 . . .... . ....... 22 - I: ; 1, T Rz 1.14 2-Iff . :41.1 ... : �::. ..: .0 -4444_ 4 13 min 0' 2' M, �HFNT R'i. m'.1211k 6p .1,0.:31`21" visdi.: In :. - .-... .. ...... U- 4ii-nilil Ion 4.-TTEO15 . . ......22 ` .1in'42 N: '619_,. ax I= ..::584 mr. mm 447 3rT`725 -TR64. TM- 569 0 ,704 '- 11 w =. .1 1 1. �9� r5 -.- M.- t 2-1' 19 ZI5 E 1: 2 in In mm 45:1 R& P 3" 17; 0 0-1 nnin r.P.Hi -IIIH 4! RI`3531II711: KIM In R 4:7, 1 M3 1 .1 max 1 .574 - 1 2 1 .624 4 0 1 1 19.591 2 1 11.333 3 0 1 0 1 1 W. 1 min -.46 4 1 -.363 1 3 1 0 1-11.333; 3-19.591 21 0 1 1 0 1 1 1 . max MU Min 1 7.456 4, 1 -:835 1 2 1 0- 1-12.366!1 3-16 1 0 1 1 ", ' ,- .min .TT66R3984 3 0 1 00 ..0 1 N1 13 7 I min 453 4 -1.603 1 2 1 0 1 1 -1 0.023 1j 3 1 -7.078 1 2 1 0 1 1 1 25 R 3ff iia - 0 , iln15. 422 min, ' UPIE an. L3 1q. 3,06 Mu 5 max 454 2 n EH - ,nAf! Nmnn nXi-3 Stress -es Member Label Section Axial (ksi) Lc Shear y -y (ksi) Lc Shear z -z (ksi) Bending y -top Lc (ksi) i Lc Bending y-bbt (ksi) Bending z -top Lc (ksi) Bending z -bot Lc (ksi) Lc M12 1. max '759 1 . 1.922 3 0 1, 0 1 0 1 0 1 .0 '' Q min -1.28 3 -1.169, 40 1 , 1 -0 1 1 0 1 0 1 0 1 1 2 max 1.746 21.44 3 0 1- 8.425 3 4.65 4 -0- 1 0 min 1 -1.293 1 -3 -88 2 1 0 1 -4.65', 1 4 -8.425 1 3 1 0 3 Imax I 1.733 1 2 .958, 3 0 1 14 8.824 1 2 0 1 0 1.1 min 1 -1.306 1, 3 1 -.88 1. 2' 1 1 1 -8.824! 1 2 1-14.434 1', 3 1 0 1- 1 1 0, 1 1 4 max 1 1.72 1 2 1 .476, 1 3 0 1 1 18.029: 3 1 13.235 2 0 1 0 1 1 1 I min -1 -1.318 1 3-1 -.88 i 1 2' 1. 0 1 1 1-13.235 2 1-18.029 1 3,1 0 .1 1 0 5 ImaxI 1.707 2 .759 1 4' 10 0 1 1 19.20811 '.3 1 17.647 1 2 1 .0 11 11 ill min 1 --1.331 1 3 1 -.88, 1 2 1 0 1 1-17.647, 2-19.208 1 3 1 0--4 11 n QTO min 44 3 Eff 11659 .�, 1 -". 7 .1 in ..... ......... 9 max 91 n-.10=312 R 7 . . .... . ....... 22 - I: ; 1, T Rz 1.14 2-Iff . :41.1 ... : �::. ..: .0 -4444_ 4 13 min 0' 2' M, �HFNT R'i. m'.1211k 6p .1,0.:31`21" visdi.: In :. - .-... .. ...... U- 4ii-nilil Ion 4.-TTEO15 . . ......22 ` .1in'42 N: '619_,. ax I= ..::584 mr. mm 447 3rT`725 -TR64. TM- 569 0 ,704 '- 11 w =. .1 1 1. �9� r5 -.- M.- t 2-1' 19 ZI5 E 1: 2 in In mm 45:1 R& P 3" 17; 0 0-1 nnin r.P.Hi -IIIH 4! RI`3531II711: KIM In R 4:7, 1 M3 1 .1 max 1 .574 - 1 2 1 .624 4 0 1 1 19.591 2 1 11.333 3 0 1 0 1 1 1 1 min -.46 4 1 -.363 1 3 1 0 1-11.333; 3-19.591 21 0 1 1 0 1 1 1 2 1 max 1 .588 2 1, 1.075 4 0- 1 16.208 11 , 2 1 12:366 3 0 1 0 -11 Min 1 7.456 4, 1 -:835 1 2 1 0- 1-12.366!1 3-16 1 0 1 1 3 Imax I .603 2 91 1.525 1 4, 1 0 1 7.078 11 2 1 10.023 3 0 1 0 1 I min 453 4 -1.603 1 2 1 0 1 1 -1 0.023 1j 3 1 -7.078 1 2 1 0 1 1 1 RISA -3D Version 4.5b [0:\George Gideon Steel Buildirfgs\2003\03623\FRAME.r3d] Page 4 ....... ..... ------ . ...... ....... .... 'Company Brooks Ransom AssociatesNovember 11,2003, Designer DGE PM '' Job Number BRA #03623 40x22x16,M20' le'a-h to 'Checked By: Envelope Member Stresses. (continued) Member Label Section Axial Shear y -*y Shear z -z Bending y -top, Bending y -bot Bending z -top Bending z -bot (ksi) Lc (ksi): Lc, (ksi)' Lc (ksW Lc (ksi) Lc (ksi) Lc (ksi) Lc 4 Imax I .618 '2 1.976. 4 0, 1 18.174 4, 7.802 2 0 1 0 1 I min -.449 1 4 -2.37 2.� 0 1 77.802 2-18.174 4 0, 1 1 1 0 1 1 -----F-- I 1 1 1 0 1 5 max .633.. 1 2 1 2.427 '4,1 0 1 34.664 1, 4 1 28.43 j 2 1 0 'I min -.446 1,4 1 --q -137 2 0 1 -98.43 1 2 1-34.664 1 4 1 0 1 1 1 0 11 .;max 2,55, TE M5 5111.12,W'85ill a 11. _111,2 v H T i u, g nntyl,-H� Ill igp =r"". 111, 7.1,1.� ATI -H-- 2 X23 1452 , 4 N -Xv im 042; , Dy .M ft W i .:: H: �i 23 152 , - .. 0 IT :4.1=' '2 21 -4, Q�R kitift j;�­ ff'u _211) Mi, .4, u5n �q ms E _.;;..4.._" E Nq r: 121 iiii-P N M, UR 211 0. n. ..a . ........... 225't' 'W'122 min0 .Fir 934 U ....- K 02 11 9225 EN; T, iN HA, ..Tjl!I max ...,.;1r T . I1,Z9Hj: .aM i 1 iii HE ii n, Til. ,92-4 -A.Ifl:.'trIi­.-,1_ W. Q- Mi:Oc X 12. 1 max 1.136 89 .3 -0 1 1 0 1 1 0 1 '0 `' u!' min '-1.325 3 -.365 0 1 0 0 1-2 1 0 1 0� 1 1 2 max 1.124 2 11 .89 3 0 1 5.42, 3 -2.227 2 0 1 0 1 min -1.337 3 1 -.365 .2 0 :1, -2.227 1 2 -5.42 3 0 1 & 1 3 max 1.112 2 89 3 0 1 10.841 1 3 4.453 1 2'1 0 1 1 0 j__ min -1.349 0 1 4 2 453 2 -10.84 3 0 1 1 0 1 4 max 1.1 2 .89- �3 0 1 16.261; 1 3 6.68 2 0 1 0 1 - 77 min -1.361 3 -.3 2 0 1 .68 2 -16.261 3 1 0 1 0 1 5 Imax I 1.088 2 .89, 3 0 1 -1 21.6811 3 8.907 2 0 1 0 1 I min 1 -1.373 1 3 1 3 0 1 1, 1 -8.90T.11 2 1-21 M1 3 0 1 1 1 0 1 .4.365 A RNI �2 Or 2 H . .. ... 1.....max 7 0 1 TP**:T 0 M '' Envelope Member ............ ..... . ..... E min -2.-' A.,V 2 7 2 max . ...... "T.1- E. �.v W, .T `4 in-. P15.4 IT'."416 15W i8 . .. . NI iln.alij: - .1.." .... 255 ; TnM i iIYN - 1 13fl-H 2Y- 1 : .0. H 23 ' W. R .7 '3 5 fi24441 A .11EIARmax .api 41 R�W 47 .0 NE!51 m axi 2I ,x2582 PH NN ON h 05 11 . ..4.8 .,1-M: R. N" Deflections Member Label Section - x -Translate Lc, y -Translate Lc z -Translate Lc i.x Rotate. Lc (n) Uy, Ratio Lc (n) Uz Ratio '4Lc in in in i(radians) M1 . max 0 1 0 1 0 1 NC NC* ,, I I -min 1 0 1• 0 1 0 1 F0 1 NC NC 2 Imax I .002 3 797 4 7 0 1 1 0 1 1887.425 4 NC I min 1 -.003 2. -.589 .3 j 0 1 �i 0 1 883.438 3 NC 3- 0. .3 1.543 1 1 11288-981 I max 1 .004 0 4- NC min. 1 -.005 2 -1.084 ''3 1 0 1 i 0 1 574-978 3 NC 4 max. .006 3 2.212 4_1 -,0 1 0 1 1679.642 4, NC min _-00 2 -1.415 3 0 11 1 0 1 695.25 3 N C max .008 3 2.807 , -4 0 1 10 NC --NC min -011 1 9 1 -1 541 1 n I I KIrI_ I i; Fit. 31: Y 0- 54 w .7 MA .. thn_.803 NNEOz_.......... A N' -0A1R ,-77, 80' H Tmax '1 542 O3 NOiW433 387 4= SN _E "I --i "2- .21E.11 3 min Ill �A.. �4 4 'I.: ?i it 11 Mr JIM' max N! mn d ma. - `86 4.3.1 is; -4 NC t A6.-- -AS' R 14 2 Q N , ­­­ , , , .­ x..,:695 8-4r."ID N P20 m $021:i .4 -3i 1: ..... . .... Nfl: -a H HN.. K . . � -. 1 -` i N - `1 LTC Mii! ax 3 -3 33 4, 0-0 v: 64 4 I_U! 011 RISA -3D Version 4.5b [0:\George Gideon Steel Buildihgs\2003\03623\FRAME.r3d] Page 5 I.v Company. Brooks Ransom Associates November 11, 2003 Designer DGE 1:20 PM Job Number : BRA #03623 40x22x16 w/ 20' lean to Checked By: Envelope Member Deflections, (continued) Member Label Section x -Translate . Lc y -Translate' Lc' z -Translate Lc x -Rotate Lc (n) Uy Ratio Lc (n) Uz Ratio Lc tuber RISC ASD 9th Code Checks Code Chk Loc Shear Chk Loc Dir ASD Eqn.Message /ftl I c /ffl I r M1 698 15 2 072 0 3 7 H1-2' :M2„',, ::... 753, .::.L :.: 0... „ ,.2 „ ; ,:, 3 146, _ ... Of.. 2 ,. H 1;. 2 , ,,_,' , M3 .969 - 19:517” 2 .157 19.517 2 H1-2 M4. _r.fi:: 872::... ,.. ,;HO 0:� 2 ..: 9,75,..' .::. _1:5.,..' k, ; r'... 4'. . ' H 1;: ,2> M5640 14.167 3 033 0 3 H1-3 ' , , ... M6. 1 658:._122, " 0 , 2 Company Brooks Ransom Associates November 11, 2003 Designer DGE 10:30 AM Job Number BRA #03623 40x22xl6 w/ 20' lean-to Checked By: Reactions, By Combination LC Joint Label X Force Y Force Z Force; X Moment Y Moment Z Moment _ 3. 6 N6 1 -1.551 1 -5.761 1 0. NC- 0 0 ' 6 Totals: 1 -7.073 -20.295 0 6 COG (ft): I X: 3.895 1 Y: 14.94 Z: 0 N1...,..... .:, 2282 876`3 'OST 7 N5 5.375 -7.069 0 NC 0 0 aS4,4.6:3� ,,..,. ..�.,.�;0_' A.NC „. 7 Totals: 7.837 -20.295 0 7 1 COG (ft): I X: 3.895 1 Y; 14.94 Z: 0 RISA -3D Version 4.5b [O:\George Gideon Steel Buildings\2003\03623\FRAME.r3d] Page 4 I �J Type of Building t;'e_r,> '�2-AM � F_ Standard Type F_ Tapered Girder FV_ Special -Type Building Information SPAN 40 -ft LEANTO 20 -ft BAY 19 ft 2 EAVE = 16 -ft R/S = 1:12 Building Loads DL = 3-psf.(BAY) . DL = 28.5 pIf SNOW = 0 - psf -BAY SNOW = 0 plf LL = 20. psf -(BAY) LL = 190 pif WIND =80-C TL = DL + LL TL = 218.5 p"If SEISMIC = 4 Load Combinations FV DL+ LL FV_ DL+VVL(orEO)from left FV_ DL + WL(or EQ) from rt (not shown for symetric,buildings) F_ DL+ SNOW F DL + SNOW+ WINW2 F_ DL + WIND + SNOW42 12 1/2 +16'-0' F_ DL + SNOW (over 30 psi) + EQ Shoat Of: ..... _......__ UBC Wind Load Element ! Ce Cq qs I Kpsf) DIR WOO I Windward Wall Leeward Wall L.. _._....___..__._------.._-.._...___..... Roof 1.13 1.13 __._.._.L_._ .._. _._.... 1.13 .....___._. ( 0.8 0.5 0.7 __.._. I 16.4 16.4 _._._ __..............._. 16.4OUT 1 1. 14.8 9.3 1 IN OUT 140.8 88.0 •123.2 ' Windward Wall 1.06 0.8 16.4 1 13.9 ? IN 1 132.1 t ILeeward Wall ..__...._...__.........._.._-...._..............................a.............._................. Roof (OPEN) 1 06 1.06 ...............__..._........_...i._....._........................_.........,........_. 0.5 1.2 16.4 16.4 1 _....._....._........_.................._.._............1..............__.... 1 8.7 20.9 OUT T OUT 8- 2.6� . 198.2 123pIf 198p1f 141 plf 88plf 132plf 83pif Wind (w for walls) Vim, _ [(83•plf + 132•plf)•15•ft] + [(88•plf + 141•plf)•1•ft] Seismic _2.5•(0•(1.5)l Vs - [ 40.44).44)4) J [3•psf•(BAY)-(SPAN + SAVE)] Connections Vs•(2.8)•(1.4) 1.5 Governs = "Seismic Does Not Govern" VW = 3454 lb. Vs = 418 Ib Vo = 1092.4 lb LX I i i W8X10 W10X12 W10X12 7 2 3 4 ! X X' X O N N Solution: Envelope Brooks.Ransom AssociateE 40x22xl6 w/ 20' lean to November 11, 2003 DGE 11:47 AM BRA #03623 FRAMEAd I I vj Joint Coordinates Anint I PhA X (-.nr)rrfinnf,- V r-nnMinnto 7 (nnrfl­f. 1niM T. --h— r) -+--k f,-- Materials (General) Material Label Young's Modulus Shear Modulus Poiss6n's- Thermal Coef. Weight Density Yield Stress (ksi) (ksi) Ratio (per 10^5 F) (k/ftA 3) (ksi) STL 29000 11-154 1 .3 .65- 1 -.49 50 Sections Section Database Material Area SA(yy) SA(zz) I Y -y I Z -Z J (Torsion) T/C member Dara X -Axis ShaDe Material Phys 'End Releases End Offsets Inactive Member Label I Joint J Joint K Joint R , otate Section Set Memb 1 -End J -End 1 -End J -End Code Length 111—r—N (z.f , TnKA —, ­- -1- -­ /;-% I /;_x /"% M1 N1 (ft) (ft) (ft) (F) Diaphragm N1 0 0 0* 0 No 21�: .0No M5 N6 N 0 _N3 19.5 5.81,25 0 0 No N' 542,+' 1— . . ... N.Nf!;xij! x . ....... <.:.,.:15.,.r... iH N5 39 0 0 0, No pi ow;�Hg­ .Ni R-. ............. 0 ..Ny. 0 N7 -20 14.1667 0 0_ _FR No member Dara X -Axis ShaDe Material Phys 'End Releases End Offsets Inactive Member Label I Joint J Joint K Joint R , otate Section Set Memb 1 -End J -End 1 -End J -End Code Length 111—r—N (z.f , TnKA —, ­- -1- -­ /;-% I /;_x /"% M1 N1 N2 COL STL Y 15, N211 -3T RAFTER I.E. jMH H.M.U.. P, .`Fli -,R _19 1"Iffli I M3 N3 N4 RAFTER STL Y 19.517 ji; "4 Loh, 4! 5 Ur �;j;k N pq STL 7 Tm -5 M5 N6 N7 LEANTO... STL Y 14.167 .__,_Yr INT77M,25i _t Steel De., Member Label NDS Para Section Length Lb y -y Lb z -z L —com Set Ie2 lel le ben (M /f+1 tff1 _ff41 Cm Y -y Cb Sway. K y -y K z -z CH Cm z -z : B y. Z R, RISA -31D Version 4.5b [0AGeorge Gideon Steel Build ings\2003\03623\F RAM E2. r3d] Page 1 M1 COL 7.33 1 1.2 15 7.33 0. y , :: . R „RAFTER ,19,517..:5.i M3 RAFTER 19.517 5, 5 1 .65: 0. .. ... ... . 1 -Ki i.0 H -5- 1 0� M4 _1 12111,111.1 315 M,5 LEANTOCOL 14.167 1 7.33 0. MI., nn R.: I - _U Tnllglli, H.R. 11,10.... 0:1! JIN Eifil RISA -31D Version 4.5b [0AGeorge Gideon Steel Build ings\2003\03623\F RAM E2. r3d] Page 1 IY/CIIIIJUI LJIICL:L "IJLIILJULCU L_UCIUJ, LPCILVLjUTV . IVUIIU,' 131.Li 'I LJCjA4LJ Member Label Direction Start Magnitude End Magnitude Start Location End Location Member Direct Distributed Loads, Category :None, BLC 2: LIVE F (k/ft. F k/ft • F : ft or % ft or M2 Y -.029 -.029 0 0 n_ n x;029 ri, x .. .:. M6 Y -.029 -.029 0 0 Member Direct Distributed Loads, Category :None, BLC 2: LIVE Member Direct Distributedl oads. Cate -gory: None, BLC 3: wind walls Member Label -Direction Start Magnitude End Magnitude Start Location End Location k/ft F [lift, Fft or % jutor M1 X 1 .132 .132. 1 0 0 Member Direct Distributed Loads, Category None. `BLC 4: wind roof. Member Label Direction Start Magnitude _ End Magnitude Start Location End Location 0i (k/ft, F(k/ft, F k/ft .F(k/ft, F ft or % ft or % M2 Y -.152 -.152:_ 0 0 n_ n ,M3 ; ., , .r, .k , ,.,Y. y"52 ..., rti .,:152 ,..._r::�,y.., 0 M6 Y -.152 -.152 0 0 Member Direct Distributedl oads. Cate -gory: None, BLC 3: wind walls Member Label -Direction Start Magnitude End Magnitude Start Location End Location k/ft F [lift, Fft or % jutor M1 X 1 .132 .132. 1 0 0 Member Direct Distributed Loads, Category None. `BLC 4: wind roof. Member Label Direction Start Magnitude _ End Magnitude Start Location End Location 0i (k/ft, F(k/ft, F ft or % ft or.% M2 Y .123 .123 0 0 ` "M3,_n. 123 1323` 0 0 ,:: ,r .,.:; ... f, n _, , ....�. , .0 r _:::, M6 Y 1 .198 1 .198' 1 0 0 Basic Load Case Data Load Type Totals BLC No. Basic Load Case Category Category °. Gravity Direct ' Descri tion Code Description X t. Y Z Joint Point Dist. Area Surf. DEAD None ;. .: LIVE*,: None y ,� 3 wind walls None 2 r 4 wIll d ,roof . J." Load Combinations C Company Brooks Ransom Associates .. November_ 11, 2003 Designer DGE 1:18 PM ' Job Number :. BRA #03623 40X22xl'6 w/ 20' lean to Checked By.: Load Combinations (continued) Num Description Env WS PD SRSS CD BLC FactorBLC Factor BLC Factor BLC Factor 7 -WL 1 3 -1 4 ,. 1 i' Envelope Joint. Displacements ° Joint Label X Translate Y Translate Z Translate X Rotate Y Rotate Z Rotate in Lc in Lc in `Lc radians Lc radians is (radians). Lc N1 max 0.000 3 0.000 3 0:000 .1 0 1 0 1 1.554e-2 4 ' min Qi,000 _,.,_ ,4 .,..:.:0 0,00 .'....2 ...:,.,.0 0.00. 1.::.. n.w .10, ._...r 1 0-, __. x .. ........... ... 0 1.,,.I_.151e:2._ ._.3..: N2 ImaxI 1.387 3 .005 3 0.000 1 0 1 1 0 1 1.005e-2 4 min ..:-_2 367x._. ; 4 009;.x•_. _.2„ :,. 0.000 1,. F :0 1� t.., 0° .. ,1 .1"00N 2, N3 I max I 1.349 3 .979 3 I 0.000 1 0 1 0 1 1.688e-3 3 ._:2 4Q3.:_ 4.. . ,. 2 285.:.., . '2,:'... ,,,0.Op:, . ......41 `. .. 0.. -.._. ,'.1 _ ...:0 eli ..3.. _ N4 max 1 1.31 - 3 .004 4 0.000O.1 0 1 0 1 1 6.971 e-3 12 :.. ;t k., ..,, . ,. } ;_:,., m,lrn, y; ::2 44 ... ,. 4` .., 00,7..,; ., 2 , : fi.0.0.0.0 1 :,, " .. ,O,y. , 1! . 0" 7.234e 3a .,3,.. N5 max 0.000 2 0.000, 4 0.000 1 0 1 0 1 1.904e-2 4 1......-,,. I ,,.,..,:000,0...4»,. , .0.,0,00.:;,:,,,2K_ k:r0.00:0 N6 1 max . 0.000 3 0.000 3 0.000 1- 0 1 0 1 1.5e-2, 4 �.¢ _.,,. ::.., _:,'1ftl'In .x., 000,0 .:� 2» , :,:0.000 _,, 2 ;,0,0»00:.,5 §1: ;. O_.,.,k' ::. a14 ..,., ',0 ei ' =1�..r1:155e 2 3_ I N7 I max 1.385 3 004 3 0.000 11 0 1 I 0 1 1 171 e 2 4 _min» ..x2 -.366....:G,_4..__11 00.4:a .,il!2x.',....,0:.0.00 `.._..1 . .__,_.0; ..::_.1, ... 0» _._.... 1._.1..5.651re.3. .2.. Envelope Member Section Forces Member Label Section Axial Lo. Shear y -y Lc Shear z -z Lc Torque Lc Moment y -y Lc Moment z -z Lc k k k(k-ft) (k -ft) k-ft Mi. 1 max. 5.501 2 1.898 3 0 1 0 1 0- 1 0 1 min -2.814 3. -1.188 4 0 -1 01 1 1 1 0 1 1 1 0 Ili 2. max 5.4564 2 1.403 3 0 1 0 1 0 1 4.203 1 2 min -2.859: 3 -1.121 .2 0 1 0 1 I 0 1 -6.19 3 i 3 max 5.411 2 .908 3 0 1 0 1 0 1 8.405 2 min -2.904 3 -1.12.1 2 0 .1 0 1 0 1 -10.523 3 4 max ., 5.365 2 .413 3 0 1 01 1 0 1 12.608 .2 min . -2.949 3 -1.12.1 2 0 1 0 1 0 1 -13 .. 3 5 I max i 5.32 2 .792 -4 0 -1 0 1 0 1- 16:81 2 mm -2.994 3 -1.121- 2 1 0 1 1 0 1 1 0 1 13.0 3 M2r:.Cut r 1 max 1 595 2 3 59. 2 0 1 0 S11 0 i .'. min l: r., 8'4._:,.. 3' :..¢,. 1 8:53 3r „0, ,1 0 k mfg .,: 0 1 _.. M 3.; , 1, ,5.56.... 2.. 2 64;9 .. ,,,.2. ,, _w., ... Q, 1. ,.. �0'' n.,. 1 min 84'8 _' 3 1453 w 3' 0� 1 0 1 0 1 555x7 3 MNU 51'6 ' 2` 1 x708 2 0S 4 1 0 1 '8 731; 4 .0 rnm ::5 1',fffliti-...'. 0 1 0 1 9036 2 _:::._.,10,53 . 477:1, ..._2` "766;::. h s Me 1 0 1 8 684` ., _ rnln 865 3 653 3: 0 1 0 1 0 1 15 071 2 5 max '1 X438 2 61... 4lij"0:: 1 fQ 1 0 x ep �1.., mrn. 873; -_ ..3'. 253 3. x,., w0:. 1 ; :, ;..0 1,,.,.;;,:.416 595 M3 , . ,.. 1 max 1.449 2. 537 4 0 1 0 1 0 1 3 min 1 -.849 3 -.331 3' 0 1 0 1 1 0 1 -16.515 12 I ' 2 I max 1.488 - :2 .937 4 0 1 0 1 -0 1 7.56 3 } min -.841 3 -1.025 2 0 1 0 1 0 1 -13.809 2' 3 max 1.527 2 j 1.337 4 0 1 0 1 0 1 6.254 3 J,min -:832' 3 1 -1.966 2 0 1 0 1 0 1"" -6.512 2- 4 l max: 1.5662 1.737 4 0 1 0 1 0 1: 5.378 2 min -.824 3 I -2.907 .I 2 I 0 1. 0 1 1 0 1 -9.96 4' `Y 5 max 1.606 2 2.137 0 1 0 1 0 i1 ; 21.859 2` k min 816 3-3.848+42-- 0 1 0 1 0 1 4 4 RMIIax 3 897 _..2°.,.r: 7.71...O 3,:.: 0.: 1 y0» 1, 0:51- .,,: eem l nT.2 17.1,..' u4 1.4;5,7 #, 2,... 0:_ '._ .' , , . „0 .:::. a1, . , ;,, .. 0 1 : 2185:9 u 1.,..:, 0 1 ., ....,,. 0. 1 4? 2... Amax ...,3"9.4 -M . 2 .. 4 ry 0... .:.:: RISA73D Version 4.5b [O:\George Gideon Steel Buildings\2003\03623\FRAME2.r3d] Page �.,.....:�.................. ..W........:.....:...... .... .............. _-. ---- Company Brooks Ransom Associates November 11, 2003 Designer DGE 1:1.8 PM Job Number BRA #03623: 40x22xl6 w/210' lean to Checked By:, Envelope Member Section Forces. (continued) K" <<, ' Erivelope Member 111111' 1 min 742 3 2 044 3 010 10 �1 3 2 max 36x1j. , 2 11}73 = 2 1 0: 1 OP 1 0 1 _8 13 ' , v`0 1 0 ;4=:..1" 0, F _ `.1...v...E391s1 4; 2_ 3" max 321 2 s 217 2 0' r `1 0 1` 0 1 9 401 4 mrm 759 3 4`53 3 0 7 388> 2 4�,Imax 282. .., ,.,.,X4'H 0..,, r , ...mm , :: 767..;,; 3.._.: 738:>, ,` .2. . _:..,Q 1 5max 242 2 1735 4 1 min:,: 775: 3,..... 1.69:4 2,r.. .:.,0,_ Stresses Member Label Section Axial ' . ksi Shear y -y Lc ksi Shear z -z Lc. ksi Bending y -top Bending y -bot Bending z -top Bending z -bot Lc ksi Lc ksi . Lc ksi Lc ksi Lc M1' 1 max 1.554 F 2 1.215 3 0 1. 0 1 0 1 0 1 0 1 min -:795 .3" ' -.76; 4, 0 1 0 1 0 1 0 1 0 1 2 max 1.541. 2 :.898 3 0' 1 6.813 3" 462672 0 1 0 1 min -.808 3 -.717 2 0 1 -4.626 2 =6.813 3 0 1 0 1 3 max 1..528 2 .581. 3 '0 1'.-11.583_ 3 9.252 2. 0 1 0 1 min. -.82 - 3 -.717 2' 0 1` -9.252 2-11.583 3 0 1 0 1 4 max 1.516 2 .264 3 0 1 14.31 3- 13.878 2 0 1 0 1 min -.833 3 -.717 2` 0 1-13.878 2 -14.31 .3 0 1 0 1 5 max 1.503 2 .507 4. _ 0" 1, 14.993 3 18.504 2 0 1 0 1 min -.846 3 -.717 2 0 1-18.504 2-14.993 3 0 1 0 11 t' M2 ;; 1 max 45 212'297` 2 0 t 1 14 993" 3 1'8 504 �2 0 �1 I 0 3 1 -: 3 ..1 1!86#,a1`8:50.4.x..,.2 - ,1..4,.;993 , ..3 . ,.,...0;, „ 1,;an 0.., 1. _. _...2 s 0:`," ::::::1, _ .. 6 117 3N. ,3 x7 514 4 Ok min 24 -3 93 3 0 1 (` 7 5`14, 4fix ' 6 117 , 3 0 1 0 1 3 max I 428 2 1 093 2' 01 9 946 2 9 61 4 0 1 0 1 ,.,i 3 4, .3 ; %rv,,9p61 4 , .9.'946 , 2 0 11 , 4.3 mini 24411!3,11341'8 3 0 1 9 558 4`10 1'6-59 2 0 1 0 1 5 max ( 406 =2 39 4 0 1 1"8 1.7 2v 7 {622 ° 3r 0., _:...min.z.!k:.n.247.....:. 3..:...,:.1621::...,,3.. .:,.,0 .....,.w1._ ..:,,7:622:.::._.:3x....,' M3 1 max .409 2 .344 "' 4 0 1 18.179 2 7.622 3 0 1 0 1 .a, min -:24 3 -.212 3 0 1 =7.622 3-18.179 2 0 1 0 1 2 max -.42- 2 .6 4- 0 1 15.2 2' 8.327 3 0 1 0 1 min -.237 3 -.656 2 0 1 -8.327 3 -15.2 2 0' 1 0 1. 3 max 431 , 2 .856 4 0 1' .7.168 2 6.884 3 0 1 0 1 ,' min -.235 3 -1.258. 2 0 1 =6.884 3 -7.168 2 0- 1 0 1 RISA -31D Version 4.5b [O:\George Gideon -Steel Build ings\2003\03623TRAME2.r3d] Page 4' ......:....- _ _....... - ------ .. .. Company Brooks Ransom Associates j ' November 11, 2003 Designer DGE 118 PM Job Number :. BRA #03623,.40x22x16 w/ 20' lean to Checked. By: Envelope Member Stresses.`(continued). Member Label Section Axial Sheary-y Shear z -z, Bending y -top Bending y -bot Bending z -top Bending z -bot (ksi) is (ksi) Lc (ksi) Lc (ksi)I Lc- _(ksi) Lc (ksi) Lc (ksi) Lc i, 5 max .454 2 1 368 .4 0 1 121.367 4 24 061 2 0 1 0 1 i rnrn 23 3 .2 463 2 0 1 24.061 2 21 367 4 0 1 0 1 ..:.;max 1 101.::.':..2,. .. 4935 3 0 ..1 0=.....t ` Min,;r :; 613r : 4.,_...:: 933.: 2,: ' O.,T 1 _,.In - ..21, 367., 4 _t24::061. 2. Q 1_ _.._0:::_ 1:: 2 max 1 114 2 629 4 0 1 1'8 046 2 17 953 h 4; Q "1 0' 1 min 601 4 933 2 0 1, X17 953' 4 18 046 2 0 1 0 1 3'_ 3...,maxT ,;1.126._ ,,2 ...:828.,.Ni .: 4,, ,, ,::0. . ,, 12::031 �.2a . 113 x253 , 4`.Od......1 0 1 ...mm. 588 4.. »::,93.3_:,,::_.2". _._' :,0:z.:1 3, 1:3.:253. :4.._..12:0,31 3; 2 O, 1:». ;0 1..' 4 max 1 139 2r 1 027 4 0xnnii1 '6 01u5" m 2 7Mimi n01.4` 10 10 1 min 575 4 933 2 0 1 1 7 269 4 6 015 2 0 1 Ofx ..,:4...,.., * ®.. _ 1 , . 0 :.. ;0 __7.., 562:..'= 4, _ ,::933._,..;2 .,' ;_..,;0.., M5. 1 max .772 2 1 .573 1 3; :. 0 1 0 1 0 1 0 1 0 1 ((1 min -.652 3 -.275 2 0 1 0 i 1 0 1 0 1 1 0 1 .1 2 jmaxj .76 2 .573 3 0' 1 1 3.485 1 3 1 1.67 2 0 1 0 1 min -:664 3 -.275 2 1 0 1 1 -1.676 2 3.485: 3 1 0 3 max 748: 2 573 3 1 0 _1 6.97; 3 3:341 7ZT70 fi 0 1 min 1 -.676: 3 .275 2 1 0 1 -3.341 1 2. -6.97 3 I 0 11 I 0 11 �} 4 max 1 .736 1 2• .573 3 0 1 10.455 3 1 5.011 1.2 1 01 j 1 1 0 ( 1 - min -.688 3: -- -.275. 2" 0 1 -5.011 2-10.455 3 0 1 0 1 5 max 724 2 .573 3 0 1` - 13.94 3 6.682 -2 0 1 0 1 min I . -.7 1 -3 -.275 2 0, 1 6.682 2 -13.94 3 _0' 1 0 1 r , .,M6 "_ _ 1 ,,.:max .: -135 2 H. _ 1..90.4 :::2 .., 0... r ry 1 »,=..13` 9,4 , ;3. 6:682 :2' ; 0: 1 0.,.... K1`: X251_ 3 ....;1;, ,829, 3.. _::.. 0 } min 1 _... x6.682 ..,;32,.. �1 1ff: 2 ;max 122 2 1 049f2 `21A- 496 4 0 1 0"� 1 254._ ° . 3..._ . ,1i 1,.17 ,.; 3r., w...Y;0 „ »,...1._.. `.1,2 496,.:.4. ,... 6 .01,1.., .."„2 , ._ .._.,0: 1..» �Z. ..Oa°.. _ .in 1 ' 3.....,.max G.,. X109. :!.; 2 u ,::194..s..._.2.._ _.:.:Of 1... ,1 1.1::356 ._2 . 14 44, 9 , _.:4 .:_0. ._ 1 ...<<0-._. 1; mih 256 3R 4`05 3¢' 0 1 1"4 4'49 4 11 '356 2 0 1 0 1 4 max 095 2' 84 ,' 4 0 2il::*0111.0 284 k__ 259_ =3...._: 6,6',..',2.:0 ,,.;,1w °.1.0::284........,4. ,5 max. `, _;;082_.. 2. 1x.552' 24 -:gjznf :,.0 min..., 262 3 •_ ,1.,51,5:.5;1x2 , 0 .�., .,,1 0 1 0 1 .. '...� 0 -Envelope Member Deflections ° Member Label Section x -Translate Lcinininradians . y -Translate Lc z -Translate Lc y x -Rotate Lc (n) L/y Ratio Lc (n) Uz Ratio Lc M1 1 max 0 1 0 1 0 1 0 1., NC., NC min 0 1 0 1. 0 1 (: p 1 NC NC 2 max. .001 3 .:689 '- 4 0 1 1 0 1 1844.825 4 NC min -:002 2 --.548 3 0 1 t 0 1 894.389 3 NC' I ' 3_ max .003 3 1.326 4 0 1 0 1 1262.09 4 NC min -.005 2 -1:002-- 3 1 0: 1 0 1 583.439 3 -NC 4 max 1 .004 3 1 1:884 _ 4 1 0 1 0 1 1649.365 4 NC in - -.007. 2 71.295 3 0 1 0 1 707.85 3 NC. 5 max .005 3 2.367 4 0 1 0 1 NC NC l min 1 -.009 2 -1.387' 3 0. 1 . 0 1 NC NC ` ; max 1 386 3 1'03 4 0' 1 0 1� NC NC 1 rnln 2 365 4 053 3 0 1 0 ` 1 NC NFFC 2 max..,.1 387.. _.�....,3r , 6314"i-...» , ":'4 "4 _` ....1 ", 0.........:' 1 _._._._.......7,7.8 333:; _. 4 y NC min� : 4 _.::::; .. 767 :,,2:.. Q';� :1 ..: , ...0 _ ; 1 .. ,,.1,362 6W` 220..- }NCS:.. I i' 3 max 1 38,7 3 99 ; r4 0 1 0 1 549 633;' 4 ,in - NC min 0 ,. 1 _..-.591 739: 2G _NC. 2 364 _ 4 1 56.1 2 0 1 I 1. 0:.... , 1 0....,. 1....:.7;19 758: ....4,_.. r NC ., ;:min ',` .:2 363" 4"':::.2 12'6 2:. 'Ou. 1 °' : 0 1 598 1511:: , 2 NC ...�_ ..II. INC A. RISA -3D Version 4.5b: [O:\George Gideon Steel'Buildings\2003\03623\FRAME2.r3d] Page 5 } Company Brooks Ransom Associates°' November 11,2003 , Designer, DGE ' . 1:18 PM' Job Number BRA #03623 " 40x22xl.6 w/ 20' lean to Checked By: Envelope Member r Deflections, (continued) Member Label Section x -Translate . Lc • y -Translate' Lc z=Trarislate -,Lo x -Rotate Lc (n) L/y Ratio Lc (n) L/z Ratio Lc Envelope Member ,AISC ASD 9th Code Checks Label Code Chk Loo Shear Chk Loc`• Dir - ASD Eqn. Message ftLc- ftLc M1.778 15 2 .046 0- 3 H1-2 .: _.... M2,632 :rt,� _ M3 :817 0..,......: 19.517 2 .123: 19.517' 2 H1 -2 M4 ..:... 984 .,;; .. .. .. ..... .... k 0 2 X047 x 2 �, w MI., 1 MIN 0.2 M5 401 14167 3 021 0 3 H13 .:IT M6 ,, 426 .:: 1.1.:051...Il,....2`. 095 . _ 3,. rOv .. .:: 2 i; uH1 3-;:::': i : r. ,� .. x.. _: �,. ,._.... Envelope Alternate Shapes Section Member Suggested Alternate Shapes Set Label Re lacement.1st Choice. 2nd'Choice 3rd Choice COL M4 W8X13 W8X13. W12X14 W10X1'5 ;RAFTER..;_r .,„ M3 ..,_, .. M12X1`0, .£.. ;..,,.,�M12X1.0. M�12X10:.'8. M„12'X11 8� , RISA -3D Version 4.5b [O:\George Gideon Steel Buildings\2003\0362%FRAME2:r3d] Page 6 Company Brooks Ransom Associates November 11, 2003 Designer DGE 1:34 PM Job Number :--BRA #03623 40x22xl6 w/,20'.Iean to Checked By: Reactions, By Combination ' LC Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment D•� T�L_ a� --7.°6J ********************* * MOMENT CONNECTION * SPLICE PLATE ********************* REFERENCE: AISC 9TH,EDITION P. 4-116 THRU 4-125 W X12 JOINT TYPE IS A RIDGE CONNECTION. JOINT MOMENT(K-FT)=? 16.515 TOTAL SECTION DEPTH(IN)=? 9.87 FLANGE THICKNESS(IN)=? .21 .FLANGE WIDTH(IN)=? 3.96 WELD SIZE(IN)=? .25 WEB THICKNESS(IN)=? .19 BOLT DIAMETER(IN)=? .75 STEEL STRESS(KSI)= 50 MIN. # OF 6 /8 BOLTS= 2 USE 4 - 6/8 IN. DIA. BOLTS FF= 20.51553 PE= .88575 ME= 4.030663 MIN. PLATE THICKNESS(IN)= .4.035531 USE PLATE 3.96 BY 9.87 BY 7 /16 THICK WITH 4 - .75 IN. DIA. A325 BOLTS. USE 4 /16 INCH FILLET WELD. ALL AROUND Sheat 'Of, ********************* * MOMENT CONNECTION * SPLICE PLATE ********************* REFERENCE: AISC 9TH EDITION P. 4-116 THRU 4-125 JOINT TYPE IS A KNEE CONNECTION. JOINT MOMENT(K-FT)=? 21.859 TOTAL SECTION DEPTH(IN)=? 9.87 FLANGE THICKNESS(IN)=? .21 FLANGE WIDTH(IN)=? 3.96 WELD SIZE(IN)=? .25 WEB THICKNESS(IN)=? .19 BOLT DIAMETER(IN)=? .75 STEEL STRESS(KSI)= 50 MIN. # OF 6 /8 -BOLTS= 2 USE 4-- 6/8 IN. DIA. BOLTS FF= 27.15404 PE= .88575 ME= 5.334924 MIN. PLATE THICKNESS(IN)= .4642764 PC IZ USE PLATE 3.96 BY 9.87 BY 8 /16 THICK WITH 4 - .75 IN. DIA. A325 BOLTS. USE 4 /16 INCH FILLET WELD ALL AROUND �i ********************* * MOMENT CONNECTION * SPLICE PLATE ********************* REFERENCE: AISC 9TH EDITION P. 4-116 THRU 4-125 JOINT TYPE IS A KNEE CONNECTION. JOINT MOMENT(K-FT)=? 4.347 TOTAL SECTION DEPTH(IN)=? 7.89 FLANGE THICKNESS(IN)=? .205 FLANGE WIDTH(IN)=? 3.94 WELD SIZE(IN)=? .25 WEB THICKNESS(IN)=? .17 BOLT DIAMETER(IN)=? .625 STEEL STRESS(KSI)= 50 MIN. # OF 5 /8 BOLTS= 1 USE 2 - 5/8 IN. DIA. BOLTS FF= 6.787769 PE= .792 ME= 1.34835 MIN. PLATE THICKNESS(IN)= .2339986 USE PLATE 3.94 BY 7.89 BY` 4 /16 THICK WITH 2 - .625 IN. DIA. A325 BOLTS. USE 4 /16 INCH FILLET WELD ALL AROUND Sheet 'Of: ********************* * MOMENT CONNECTION * SPLICE PLATE ********************* REFERENCE: AISC 9TH EDITION P. 4-116 THRU 4-125 �l JOINT TYPE IS A RIDGE CONNECTION. JOINT MOMENT(K—FT)=? 28.049: TOTAL SECTION DEPTH(IN)=? 11.99 FLANGE THICKNESS(IN)=? .265 FLANGE WIDTH(IN)=? 3.99 ?t WELD SIZE(IN)=? .25 WEB THICKNESS(IN)=? .22 BOLT DIAMETER(IN)=? .75 STEEL STRESS(KSI)= 50 MIN. # OF 6 /8 BOLTS= 2 USE 4 — 6/8 IN. DIA. BOLTS FF= 28.70687 PE= .88575 ME= 5.45643 MIN. PLATE THICKNESS(IN)= .4677652 s USE PLATE 3.99 BY 11.99 BY 8 /16 THICK ' WITH 4 — .75 IN. DIA. A325 BOLTS. USE 4 /16 INCH FILLET WELD ALL AROUND k� t+ 7 _ 1� t9 L Sheat S9 �I H _..... o ' ********************* * MOMENT CONNECTION * SPLICE PLATE REFERENCE: AISC 9TH EDITION P. 4-116 THRU 4-125 WVF v- JOINT TYPE IS A KNEE CONNECTION. JOINT MOMENT(K-FT)=? 40.705 i' TOTAL SECTION DEPTH(IN)=? 12.16 FLANGE THICKNESS(IN)=? .35 FLANGE WIDTH(IN)=? 4.005 WELD SIZE(IN)=? .25 WEB THICKNESS(IN)=? .235 BOLT DIAMETER(IN)=? .75 STEEL STRESS(KSI)= 50 MIN. # OF 6 /8 BOLTS= 3 USE 4 - 6/8 IN. DIA. BOLTS FF= 41.35987 PE= .88575 ME= 8.448267 MIN. PLATE THICKNESS(IN)= .5809551 USE PLATE 4.005 BY 12.16 BY 10 /16 THICK WITH 4 - .75 IN. DIA. A325 BOLTS. - USE 4:/16 INCH FILLET WELD ALL AROUND Sheet 4� ********************* *-MOMENT CONNECTION * SPLICE PLATE ********************* REFERENCE.: AISC 9TH EDITION P. 4-116 THRU 4-125 JOINT TYPE IS A KNEE CONNECTION. JOINT MOMENT(K-FT)=? 19.696 TOTAL SECTION DEPTH(IN)=? 9.87 FLANGE THICKNESS(IN)=? .21 FLANGE WIDTH(IN)=? 3.96 WELD SIZE(IN)=? .25 WEB THICKNESS(IN)=?' .19 BOLT DIAMETER(IN)=? .625 STEEL STRESS(KSI)= 50 MIN. # OF 5 /8 BOLTS= 2 USE 2 - 5/8 IN. DIA. BOLTS FF= 24.46708 PE= .792 ME= 4.374604 MIN. PLATE THICKNESS(IN)= .4204185 USE PLATE 3.96 BY 9.87 BY 7 /16 THICK WITH 2 - .625 IN. DIA. A325 BOLTS. USE 4 /16 INCH FILLET WELD ALL AROUND Sheat Of• F� Anchor Bolts in Concrete V.4.2 By Brad Young, P.E. (This module is intended to check anchor bolts in concrete based on U.B.C. section 1923.3) Calculation Title: Loads (All values are positive.) DL = Dead Load FILL = Floor Live Load RLL = Roof Live Load TILL = Total Live Load WL = Wind Load SL = Seismic load P„ = Factored Tensile Load V„ = Factored Shear Load Floor Live Load Type 0 Public Assembly 0 Live Load > 100 psf 0 Garages Other Live Loads f, = 0.5 Pu = 2*(1.4*DL + 1.7*TLL) = 0.00 Job Number: 20351.55 Vertical (Uplift) 0.00 Horizontal (Shear) 0.00 =(lbs._ DL (lbs.) [> <« DL ) >>>> .:; FLL (lbs.)_ <>[<<><«`[>> 0.00 FILL (lbs.) _ ':>>I< 0.00 RLL lbs. _ ''>><''' (lbs.) .............. RLL lbs. _ <€><..,.'..'`< (lbs.) ::.:.:.:..: G.T. WL(lbs.)_1<;::.`'`':> WL(lbs.'':°`.`:' (lbs.) SL lbs. = <{)' (lbs.) SL lbs. _ `><< Ste t es► n r n hD p 4 Floor Live Load Type 0 Public Assembly 0 Live Load > 100 psf 0 Garages Other Live Loads f, = 0.5 Pu = 2*(1.4*DL + 1.7*TLL) = 0.00 Pu = 1.5*(1.4*DL + 1.7*TLL + 1.7*WL) = 20351.55 Pu = 2*(1.4*DL) = 0.00 Pu = 2*(1.2*DL + 1.6*FLL + .5*RLL) = 0.00 Pu = 2*(1.2*DL + 1.6*RLL + (f1*FLL or .8*WL)) = 12769.60 Pu = 2*(1.2*DL + 1.3*WL +f1 *FLL + .5*RLL) = 20750.60 Pu = 2*(1.2*DL + 1.1*SL + (f1*FLL + f2*RLL)) = 0.00 Pu = 2*(0.9*DL + 1.1*SL) = 0.00 Pu = 2*(0.9*DL + 1.3*WL) = 20750.60 Anchor Croup Width /anchor Croup Length Roof Configurations Values 0 Roof Configurations That Don't Shed Snow 0 Other Roof Configurations f2 = 0.2 Special Inspection? Bolts in the Tension Zone J of the Concrete 0 Yes No 0 Yes 0 No 6846.20 18228.90 1402.80 2803.40 14541.60 16154.40 1842.80 901.80 14252.80 Radius 3 Radius 4 radius 2 Radius I Vorticol (Uplift) = Puy Horizontal = Scrt(Pux^2 + Puz^2) Sheat 'Of: Bolt Information This program code checks anchor bolt groups in concrete. If the anchor bolt pattern that is being checked has ALL of its individual anchor bolts spaced less than twice their embedment in every direction (i.e. All anchor bolt shear cones overlap at the concrete surface) then entering the group width and length of the entire anchor bolt pattern is ok. Otherwise, only enter the bolt information for the group of anchor bolts that are spaced less than twice their embedment and the forces that go to them. t; i;Minimum Radius to Side 3 (in)-- (Use P�Z asth e shear direction if the Minimum Radius to Side 4 (i) .........................{.['.I.......... ...[ . edge is parallel to the shear direction and Pux-if near edge is perpendicular to the n t AP (int) = 675 shear direction at side 3 and 4) i� Embedment Factor = 0.341333333 Factors fi O Anchor is hooked on reinforcement (9 Anchor is not hooked on reinforcement i. t (D=0.65 t+] Normal Weight Concrete O Lightweight Concrete O Sand -Lightweight Concrete .1.00 Concrete Strength t' - f� (Psi) '`[(#i3. (Max f (Psi) = 6000) Results a N. PSS (lbs.) = 0.9*Ab*f„t*(Nb) = 66268.0 i' (DP, (lbs.) _ (D*X*4*AP*Sgrt(fc)*(Embedment Factor) = 29952.0 Vss (lbs.) = 0.75*Ab*f„t*(Nb) = 55223.3 E; (DVc (lbs.) = 0*2*7[*dee*?.*Sgrt(fc)*(Nb) (Edge Distance<=10*13d) -and- (DV, (lbs.) = (D*800*Ab*%*Sgrt(fc)*(Nb) (Edge Distance>10*113d) = 31906.8 F` d P„ / (DPc = 0.693 OK V„/(DVc= 0.571 OK 1/( * L(P, / Pc)5/3 + (Vu / vc)513� = 0.689 OK (P„ / Pss)Z + (Vu / VSS)Z = 0.203 OK Sheet Bolt Diameter (Bd) (in)_ u - be of Bolts N - Nb) r Bolt f ut (Psi) «>><60t4> Bolt= Embedment •n . ( ) Anchor Grou Width in - P () 3 y Anchor Group Length th (in — )- " — Total Concrete Thlckne in - Minimum Radius to Side T(in)= [1 Minimum Radius to Side - This program code checks anchor bolt groups in concrete. If the anchor bolt pattern that is being checked has ALL of its individual anchor bolts spaced less than twice their embedment in every direction (i.e. All anchor bolt shear cones overlap at the concrete surface) then entering the group width and length of the entire anchor bolt pattern is ok. Otherwise, only enter the bolt information for the group of anchor bolts that are spaced less than twice their embedment and the forces that go to them. t; i;Minimum Radius to Side 3 (in)-- (Use P�Z asth e shear direction if the Minimum Radius to Side 4 (i) .........................{.['.I.......... ...[ . edge is parallel to the shear direction and Pux-if near edge is perpendicular to the n t AP (int) = 675 shear direction at side 3 and 4) i� Embedment Factor = 0.341333333 Factors fi O Anchor is hooked on reinforcement (9 Anchor is not hooked on reinforcement i. t (D=0.65 t+] Normal Weight Concrete O Lightweight Concrete O Sand -Lightweight Concrete .1.00 Concrete Strength t' - f� (Psi) '`[(#i3. (Max f (Psi) = 6000) Results a N. PSS (lbs.) = 0.9*Ab*f„t*(Nb) = 66268.0 i' (DP, (lbs.) _ (D*X*4*AP*Sgrt(fc)*(Embedment Factor) = 29952.0 Vss (lbs.) = 0.75*Ab*f„t*(Nb) = 55223.3 E; (DVc (lbs.) = 0*2*7[*dee*?.*Sgrt(fc)*(Nb) (Edge Distance<=10*13d) -and- (DV, (lbs.) = (D*800*Ab*%*Sgrt(fc)*(Nb) (Edge Distance>10*113d) = 31906.8 F` d P„ / (DPc = 0.693 OK V„/(DVc= 0.571 OK 1/( * L(P, / Pc)5/3 + (Vu / vc)513� = 0.689 OK (P„ / Pss)Z + (Vu / VSS)Z = 0.203 OK Sheet 13 in Plain Base Plate Connection Base Plate Thickness :.375 in ggbs #3531 Base Plate Fy : 36. ksi Bearing Surface Fp : 1.75 ksi Anchor Bolt -Diameter :.625 in . Anchor Bolt Material : A307 Anchor Bolt Fu : 58. ksi Column Shape : W12X19 Design Code : AISC ASD 9th Bearing Pressure Maximum Bearing .824 ksi Max/Allowable Ratio .353 AISC EQ.4(W) (ABIF = 1.333) .824 - ksi 70. - Base Plate Stress Maximum Stress 17.797 ksi Max/Allowable Ratio .494 AISC EQ.3(W) (AS IF 1.333) 17.797 r b f I (ksi) .038 - Anchor Bolts Bolt X (in) Z (in) Tens_W Vx (k) V7 (k) Ft (ksi) Fv (kci) I Initv (:nmhinatinn 1 1.5 1.5 .073 0. -1.809 24.043 13.33 .442 AISC EQ.4(W) 2 -1.5 1.5 .073 0. -1.809 24.043 13.33 .442 AISC EQ.4(W) 3 1.5 -1.5 .073 0. -1-.809 24.043 13.33 .442 AISC EQ.4(W) 4 -1.5 -1.5 .073 0. -1.809 24.043 13.33 .442 AISC EQ.4(W) Loads DL LL WL P (k) Vx (k) Vz (k) Mx (k -ft) Mz (k -ft) Reverse 2.515 .501 No 7.286 1.601 No -9.666 -5.135 Yes Brooks Ransom Associates Title: Job # Structural Engineers Dsgnr: Date: 1:59PM, 11 NOV 03 31 7415 North Palm Ave., Suite 100 Description Fresno, California 93711 Scope (559)449-8444 Fax(559)449-8404 Rev: 560100 User. KW -0602497, Ver 5.6.1, 25-Oct-2002Steel Beam Design Page 1 (c)1983-2002 ENERCALC Engineering Software c9ec55103623.ecw:Calculations Description Mezzanine Beam General Information #1 #2 #3 Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements h Steel Section : W12X14 Fy 50.00ksi Pinned -Pinned Load Duration Factor 1.00 Center Span 20.50 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 2.00 ft Start Location Distributed Loads ' ft In #1 #2 #3 #4 #5 #6 #7 DL 0.150 k/ft LL 0.600 k/ft ST k/ft Start Location ft i End Location ft Summary Beam OK " ` Static Load Case Governs Stress 1 Using: W12X14 section, Span = 20.50ft, Fy = 50.Oksi g End Fixity = Pinned -Pinned, Lu = 2.00ft, LDF = 1.000 Actual Allowable Moment 40.141 k -ft 40.915 k -ft Max. Deflection -1.182 in fb : Bending Stress 32.375 ksi 33.000 ksi Length/DL Defl 969.2: 1 fb / Fb 0.981 : 1 Length/(DL+LL Defl) 208.2 :1 Shear 7.832 k 47.640 k fv : Shear Stres: 3.288 ksi 20.000 ksi fv / Fv 0.164 : 1 Force & Stress Summary «-- These columns are Dead + Live Load placed as noted --» DL LL LL+ST LL LL+ST Maximum Only na Center Ca. Center Cants Cants Max. M + 40.14 k -ft 8.62 40.14 k -ft Max. M - k -ft Max. M @ Left k -ft . Max. M @ Right k -ft Shear @ Left 7.83 k 1.68 7.83 k Shear @ Right 7.83 k 1.68 7.83 k ! i Center Defl. -1.182 in -0.254 -1.182 -1.182 0.000 0.000 in Left Cant Defl 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in i ...Query Defl @ 0.000 ft 0.000 0.000 O.00G 0.000 0.000 in Reaction @ Left 7.83 1.68 7.83 7.83 k Reaction @ Rt 7.83 1.68 7.83 7.83 k j Fa calc'd per Eq. E2-1, K'Ur < Cc I Beam Passes Table 85.1, Fb per Eq. F1-1, Fb = 0.66 Fy Section Properties W12X14. Depth 11.910 in Weight 14.13 #/ft r-xx 4.615 in Width 3.970in I-xx 88.60 in4 r-yy 0.753 in Web Thick 0.200 in I-yy 2.36 in4 Rt 0.950 in Flange Thickness 0.225 in S-xx 14.878 in3 Area 4.16 in2 S -YY 1.189 in3 is Brooks Ransom Associates Title: Job # Structural Engineers Dsgnr: Date: 1:59PM, 11 NOV 03 1 37415 North Palm Ave., Suite 100 Description VVV VVV Fresno, California 93711 Scope: 6 10 (559) 449-8444 Fax (559)449-8404 Rev: 560100 User. KW -0602497, Ver 5.6.1, 25 -Oct -2002 Steel Column Page 1 (c)1963-2002 ENERCALC Engineering Software cAec55103623.ecw:Calculations ; Description Mezzanine Column General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section P4STD Fy 46.00 ksi X -X Sidesway : Sway Allowed Duration Factor 1.330 Y -Y Sidesway : Sway Allowed Column Height 8.000 ft Elastic Modulus 29,000.00 ksi Combined Stress Ratios Dead Live ' End Fixity Pin -Pin X -X Unbraced 8.000 ft Kxx 1.000 Live & Short Term Loads Combined Y -Y Unbraced 8.000 ft Kyy 1.000 - Loads AISC Formula H1 - 3 0.1045 0.3356 Axial Load... XX Axis: Fa calc'd per Eq. E2.1, K*Ur < Cc Dead Load 1.86 k YY Axis : Fa calc'd per Ea. E2.1 K*Llr < Cc Ecc. for X -X Axis Moments 4.000 in Live Load 5.97 k Short Term Load k Ecc. for Y -Y Axis Moments 0.000 in Allowable &Actual Stresses Dead Live DL + LL DL + Short Fa: Allowable 20.75 ksi 20.75 ksi Column Design OK Section : P4STD, Height = 8.00ft, Axial Loads: DL = 1.86, LL = 5.97, ST = 0.00k, Ecc. = 4.000in Unbraced Lengths: X -X = 8.00ft, Y -Y = 8.00ft f Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 - 1 AISC Formula H1 - 2 - AISC Formula H1 - 3 0.1045 0.3356 0.4401 0.3309 XX Axis: Fa calc'd per Eq. E2.1, K*Ur < Cc ? YY Axis : Fa calc'd per Ea. E2.1 K*Llr < Cc Stresses Allowable &Actual Stresses Dead Live DL + LL DL + Short Fa: Allowable 20.75 ksi 20.75 ksi 20.75 ksi 27.59 ksi fa :Actual 0.59 ksi 1.88 ksi 2.47 ksi 2.47 ksi Fb:xx : Allow [F3.1] 30.36 ksi 30.36 ksi 30.36 ksi 40.38 ksi fb : xx Actual 2.32 ksi 7.43 ksi 9.75 ksi 9.75 ksi I Fb:yy :Allow [F3.1] 30.36 ksi 30.36 ksi 30.36 ksi 40.38 ksi c fb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi ' -Analysis Values F'ex : DL+LL 36,956 psi Cm:x DL+LL 0.85 Cb:x DL+LL 1.75 !a F'ey : DL+LL 36,956 psi Cm:y DL+LL 0.85 Cb:y DL+LL 1.75 i? s' F'ex : DL+LL+ST 49,152 psi Cm:x DL+LL+ST 0.85 Cb:x DL+LL+ST 1.75 F'ey : DL+LL+ST 49,152 psi Cm:y DL+LL+ST 0.85 Cb:y DL+LL+ST 1.75 Max X -X Axis Deflection -0.088 in at 4.640 ft Max Y -Y Axis Deflection 0.000 in at 0.000 ft ' Section Properties P4STD 61 Diameter ro 4.50 in Weight 10.77 #/ft I-xx 7.23 in4 Area 3.17 in2 I-yy 7.23 in4 ?' S-xx 3.213 in3 Thickness 0.237 in S-yy 3.213 in3 r-xx 1.510 in r-yy 1.510 in r, ii' I Brooks Ransom Associates Title Job # Structural Engineers Dsgnr: Date: 1:59PM, 11 NOV 03 7415 North Palm Ave., Suite 100 Description Fresno, California 93711 Scope J '4' (559) 449-8444 Fax(559)449-8404 Rev: 560100 Page 2 User. KW -0602497, Ver 5.6.1, 25 -Oct -2002 Steel Column (c)1983-2002 ENERCALC Engineering Software cAec55\03623.ecw:Calculations Description Mezzanine Column :1 Sketch & Diagram `', Axial DL 1.86k Axial LL 5.971, Axial ST = Ok 4in X aft y 1:, (i' t1l 1 PI pE COLUMN POSE DESIGN 2 AT tA,-veuMet) pL,aNE OF r-,ENOlt,� f AeOuME = 25- �s► G 2500 %z 20, 3 K L AT I 24. 4, 29, 2 I 3?. 3 43• 7,�. 0,73 27."1'` 30• oK.. 3?, ` x•41 � _ �, � 1 L 2 AT tA,-veuMet) pL,aNE OF r-,ENOlt,� rA,5 s 01-7- COL— to 1' COL— to 1r4 Sheet .of 15. Pte`` 17, %z 20, 3 K 22.3 I 24. 4, 29, 2 I 3?. 3 43• 7,�. 5/g 27."1'` 30• oK.. 3?, ` 41-5.7 �` 47 ,�oK I 4-7. Col` i 417, �'` �, c� r` 4-7, Com 70-5 3%2 x 9�2,X Id 4� x 102 58 x Il'�a 1�58x i25% 29.2K ��, ► 3. cam'`' I Co , 3 f` � I �, 2 �` 25.9 �`' 33, �}`' 5�a 15.9 � I � 8' 9 �` 22 • I �' 2 9 , 5'` 3�. 8i` �8 2 27.9�►`- rA,5 s 01-7- COL— to 1' COL— to 1r4 Sheet .of FL I I F I/,),, eb (:-Irl lr,)Cl ;=tn;v NAILER ATTACHMENT tno- I SCHEDULE (D P3.0 STD O N12x14 (50 K51) O PLATE 315" THICK 2-5/5"DIA A30-7 (E.5.) O NOT USED O BASE PLATE 5/5" THICK O PLATE 1/4" THICK STIFF. 0 2-5/5" DIA. A.B. (N.I.C.) AM AND COLUMN i O KOX12 (50 KSI) O NIOX12 (50 K51) O PLATE 1/2" THICK 0 4- 3/4" DIA A325 (E.S.) O PLATE 1/2" THICK O BASE PLATE 3/5" THICK O PLATE 1/4" THICK STIFF. 0 4-5/5"0 A.B. HALF LOADED FRAME DETAIL I I I I I F O N12XIct (50 <51) O V412XI& (50 <51) O PLATE 5/5" THICK O 4- 3/4" DIA A525 (E.S.) O PLATE 1/2" THICK O BASE PLATE 3/5" THICK O PLATE 1/4" THICK STIFF. 0 4-5/5"� A.B. 0 Naxio (50 KSI) O Wax lo (50 KSI) O PLATE 3/a" THICK 0 2-5/a "DIA A525 (E.S.) O 2-5/8 "DIA A525 (E.S.) O PLATE 5/a" THICK O BASE PLATE 3/a" THICK O PLATE 1/4" TH I CK STIFF. 0 4-5/a" DIA. A.B. -LEAN-TO FRAME DETAIL 1 O WIOxl2 (50 KSI) O WIOxl2 (50 KSI) O PLATE 3/8" THICK O 2-5/8"DIA A325 (E.S.) O 2 -5/8 "DIA A525 (E .S.) O PLATE 3/8" THICK O BASE PLATE 3/8" THICK O PLATE 1/4" THICK STIFF. O 4-5/8" DIA. A.B. LEAN-TO FRAME DETAIL I I I I I I i I I I I I I I I I I I I ,rl COUNTY OF BUTTE - DE �ARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7�County Center Dr. Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMITJ3-3g-(0 ASSESSOR PARCEL NUMBER Cy, ®� Q _ OLS_ ZONIN 1j— BUILDING PERMIT OWNER ��V I t ` i `� TELEPHONE SO. FT. BUILDING VALUATION . O NERS MAIUNG DRESS &; 1 `OCC. CONTRAC,T`ORS NAME ON V P—V— TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS LWUNG ADDRESS Permit Fee $- Plan Checkin Fee $ BUILDING ADDRESS p� , j 3-1 (//y`�{L Y11 Energy Plan Checking Fee $ D U PERMIT FEE S ; LOT NO. SUBDNISIONSNAME PARCEL M _ PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other G 42� %,-SPECIFY Each Trap 7.00 , Solar or heat pump water heater 23.00 Water piping 15.00 I's:o® Each as water heater or vent 15.00 TYPE OF WORK New WN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 S Mobile Home I S I G I WF 920.00 PERMIT FEE 1 is. ELECTRICAL PERMIT Fling Fee 20.00 Main Service 000V OR LESS 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 and effect.POWER 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: Jir 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: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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.) jIL 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 theV/ workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date / —/p — p � Signature of pp icant - Owner ❑Contractor ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height.y Main .Service 200A TO 1000A 40'.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. BLDS. 3.50sosQ. NEW CONST. NON•RESID. MULTI -OUTLET @7.50 APPARATUS 8 SINGLE OUTLET CIR. ' Ex. OCCu OUTLET OR FIXTURES fl200.50 Ex. Occup. oFiJTT"A'(RRE�sIo)0eA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S r MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling 61) Hood 6.50 Ventilation PERMIT FEE $ '.,s Mobile Home Installation Fee $ Energy Inspection Fee $ 140,00 occ. CO 1,E TO LFI $ IDD. HA�\Z// CDF�r PARC PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat bone for which fee h e been paid. e Dat PERM IT EXPIRES O t `j t3 Dafe Receipt No. L a :: WHITE•D.D.SPC I i H a r 111 , i a 111 , A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENTS - DING DIVISION �1 ,� 38-7 1 PERh Y) v 7 County Center Drive • Oroville, California 95965 Telephone 5 2/96) v APPLICATION AND PERMIT 7ANIN BUILDING PERMIT AS SORPARCELNUMBER 6 b - C)a ffjWR t- Z; SO. FT. OCC. BUILDING VALUATION a4�nl0 UCTION LE �_.-v� IIIIJOBR'S MAILING ADDRESS PERMIT FEE $ 1 , 7o It Fireplace Total Valuation $ . o A T9 gRCNRECT OR ENGINEER 23.0 --- LICENSE NO. Filing Fee $ NEW CONST. 20.00 3.5OFT. OR ADDNS. i ACO. SDS. Permit Fee rj $' muqlav_n 1 ARCN TECT OR ENGINEERS M4LL,NG ADDRESS Plan Checkin Fee $ sUaDwoaooREss Energy Plan Checking Fee $ PERMIT FEE S LOT NO. SUBDMSIDNSNAME C% ��,.� �` I��Gi pARCELMAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE =�9 C- Solar or heat um water heater 23.00 SF )4 Duplex ❑ Mobilehome ❑ Other Water piping 15.00 15.00 Ot7 SPECIFY Each gas water heater or vent TYPE OF WORK Gas piping stem 1 - 5 outlets 15.00gj 00 New ❑ Addition ❑ Remodel ❑ as ❑ Installation ❑ Oth,,rA Building sewer S G W 15.001/9 @20.00 Mobile Home Desosibe Work: Q I F: t, Xl I c3 25 PERMIT FEE PAID SRA r 1 SHERIFF OTHER ,\ I - $ 5-3,1-7 1�5 AMOUNT RECEIVED $ ATE RECEIVED t� l 9 L,,) "3P7/k5 Ex OCCU . ounzr OR mrumU PERMIT FEE $ '4' ELECTRICAL PERMIT Fling Fee 1 20.00 Main Service eow oR LEss 2ooA on LEss 23.0 --- Main Service zoa► TO tOooA 46.00 NEW CONST. DWEUJNG OCCUP. 3.5OFT. OR ADDNS. i ACO. SDS. - ..__. coNs . 1 muqlav_n 1 @7.50 Ex OCCU . ounzr OR mrumU Tem or ServiceMoble Home FacilitiesMisc. Wiring PERMIT FEE $ MECHANICAL PERMIT Feng Fee 2 0. 00 Hood 6.50 1 _ PERMIT FEt $ lJ Mobile Home Installation Fee $ 1) 0 Energy Inspection Fee $ CONST TYPETOT L FEE $ ,� HAZ p, FEES P FLOQD CDF 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 Date _ 6 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS;D Z 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET \4 1�� OWNER: ASSESSOR PARCEL NUMBER -70 ' oat5 Proposed Building Use: +U P oav,. Counter Technician: , Date: 10 / 1 G Items required in order to apply fora erit. II boxes MIST be checked OR marked NA in order t apply. 1. Site plans, 3 or 4 sets, signed by the preparelr­ef_tbe plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured ho es: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. 9. Metal bldgs: ) Metal Bldg Plans, (�nd plans and calcs in triplicate, (C� Bevations in triplicate. (D)or plans in triplicate. All of these must be stamped and wet -signed by the engineer. r. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings 13. Detached Accessory Building Form filled out by the owner 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by_.. - El 19. Soils Report and/or Engineered Foundation required ............................. ........ ❑ / 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit ............................. . ............................. 23. California Department of Forestry plan approval ® paid. Sent by: � s........i. z Z-0 3 �� l 24. Planning approval (A) Use..0K(B)Parking: (C) Parcel Check: 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... 0 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (�iven to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. D 34. Manufactured home utility clearance............................................................... ❑,� 35. Existing violations a /or ,x it d per its ......................................................... i' 36. Deed Restriction............................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: Zl - OZ When issued Telephone and hold for pickup. t�- � 630 • s3y Siff I have been informed of the above items and requirements for obtaining a building permit. Applicant: G�j a ) /z 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required D Contractor, designer,wne , was advised of the above d a by phone, ❑ mail, counter, by Date: • D c f . (o,. 0* Contractor, designer,an was advised of the above data by 0-ptfc;1'e ❑ mail, ❑ counter, b Date:,�/� Plans reviewed by: Date: Plans approved by: Date : Structural reviewed Date: '� , / Au Structural approved by: Date: Note transfer by: Date: 5lrux_ WVPMX& (O 0T Yellow: Building Division 6 n fir`► cL Gu.C�. o{-Pntn, P -L] E.H. 14SE ONLY Piot Plan AnecMd `!Floor Plan Anachad Sent to B.D. i TO: Building Department FROM: Environmental Health A SUBJECT:* Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Pu lic Private Well Clearance for dwelling. Other 4 - Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist M." �1--d 3P Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVELLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE C]. 4111 PROPOSED BUILDING USE ` U 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ 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) 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 �057 -39 A.P. # DATE I '' 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 changed during the plan checking process. DATE 121/ F —01 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) A O.B.- I 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 ax your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. U�)I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES b- NO ❑ QJ I HAVE 0- HAVE NOT ❑ signed an application for a building permit for the proposed work, I have contracted with the following person (firm) to provide the proposed construction: AME: ADDRESS: - PHONE: CONTRACTOR'S LICENSE NO. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK 72 SIGNED: PROPERTYYOWNER:X DATE: /2 -ev NOTE. This owner -Builder Ver cation 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 I OWNER BUILDER INFORMATION Dear Property Owner: An application fora 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 ofrecord 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 ir,c„*a*+ce 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 1 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 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMISSIONS QUESTIONNAIRE (A BUILDING PERMIT CANNOT BE APPROVED WITHOUT THIS COMPLETED FORM) PROJECT ADDRESS Zy,3 /%'jLgr6i1 C%I %gyp_ %Irk A.P. # J972 -1,,!;70-02S- BLDG. PERMIT # FIRM NAME , ��etr� . W i yr T er-u,+k ADDRESS eo x Ic CITY, STATE, ZIP 1,0,— r NATURE OF BUSINESS ,✓ Vol a- ni 4-s�a& SS CONTACT PERSON _i up . (,(} i �� �e✓ a ��i PHONE NUMBER_,jJ0. 73 •S�^Z,j 1. Does yo business r that of your tenants handle, store, or transport hazardous materials? NO YES( ) ✓ltv 1� �. trus,'�.fs 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 environment if released into 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 or pressure), of formulation containing hazardous material? NO N YES ( ) If you answer YES to 1 or 2, contact the Butte County Environmental Health Department at (530) 891-2727 for a review of the project. ./� Ao ne-f s 3. Is the business/facility/operation to be located within 1,000 feet of the outer boundary of a school or a school site? 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, hones, vapors, or other volatile compounds? NO k/1 YES( IF YES, contact the Butte County Air Quality Management District at (530)2882 for permit requirements. Owner or Authorized Company Representative Date /Z _ell BCEHD BCAQMD F-1 applicant has met or is meeting the applicable requirements of Section 25505, 2'5533, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Quality Management District. The above regulations DO NOT apply to this facility. BCEHD Signature BCAQMD Signature Date Date 03/02 White -Bldg. Div. Yellow-BCEHD Pink-BCAQMD Goldenrod -Fire Dept. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMISSIONS QUESTIONNAIRE (A BUILDING PERMIT CANNOT BE APPROVED WITHOUT THIS COMPLETED FORM). PROTECT ADDRESS 2,11, 1t1iS ,;5fi 0/:Ip A.P. # (072-15'6 -62SBLDG. PERMIT # FIRM NAME J'i tlf UI i r! 4elr-c1f), ADDRESS Oox r�i` CITY, STATE, NATURE OF BUSINESScc J�/Vo 1I R4 s: scP SS CONTACTPERSON f trop 1tii„1e,1aJJ7 PHONE NUMBER ,SYO. R7�/.S�tff 1. Does yo business r that of your tenants 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 environment if released into 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 or pressure), of formulation containing hazardous material? NO N YES ( ) If you answer YES to 1 or 2, contact the Butte County Environmental Health Department at (530) 891-2727 for.a review of the project. 3. Is the business/facility/operation to be located within 1,000 feet of the outer boundary of a school or a school site? 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? NO �A YES( ) IF YES, contact the Butte County Air Quality Management District at (530) 892882 for permit requirements. Owner or Authorized Company Representative /.�/ Date BCEHD BCAQMD ❑ ❑ 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 Quality Management District. F7 The above regulations DO NOT apply to this facility. BCEHD Signature BCAQMD Signature Date Date 03/02 White -Bldg. Div. Yellow-BCEFID Pink-BCAQMD . Goldenrod -Fire Dept. R BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMISSIONS QUESTIONNAIRE (A BUILDING PERMIT CANNOT BE APPROVED WITHOUT THIS COMPLETED FORM) PROJECT ADDRESS Z4/, /dJi ti;ry� (7?�: t,t��1 A.P. # BLDG. PERMIT # FIRM NAME SIRUPiv� ��v'tf T 1'1 ADDRESS Ko x :>'�" CITY, STATE, ZIP C' 1, aw Ci16 9S't1?- OG—NATURE OF BUSINESS A5d 4 CONTACT PERSON 1' 1` N P PHONE NUMBER ,S,J'O • y,? y .S'" jf 1. Does yo business r that of your tenants handle, store, or transport hazardous materials? NO A YES ( ) s', .f 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 environment if released into 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 or pressure), of formulation containing hazardous material? NO Q* YES ( ) If you answer YES to 1 or 2, contact the Butte County Environmental Health Department at (530) 891-2727 for a review of the project. 3. Is the business/facility/operation to be located within 1,000 feet of the outer boundary of a school or a school site? NO (>q, 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, hones, vapors, or other volatile compounds? NO t&A YES( ) IF YES, contact the Butte County Air Quality • Management District at (530) Owner or Authorized Company Representative BCEHD BCAQMD BCEHD Signature 2882 for permit requirements. Date 12 -& 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 Quality Management District. The above regulations DO NOT apply to this facility. Date BCAQMD Signature Date 03/02 White -Bldg. Div. Yellow-BCEI-ID Pink-BCAQMD Goldenrod -Fire Dept. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMISSIONS QUESTIONNAIRE (A BUILDING PERMIT CANNOT BE APPROVED WITHOUT THIS COMPLETED FORM) PROJECT ADDRESS ,, fI �.' c<,�.r : (� ^�, ; xi A.P. # Ez i •° I_< ` F; !" BLDG. PERMIT # FIRM NAME ADDRESS t is x 7r CITY, STATE, ZIP�m NATURE OF BUSINESS An j c�� • r> { CONTACT PERSON '� -nk /4) t,, /* v e Il,, PHONE NUMBER 4'f( "?q r c.7 1. Does your\busmess� r that of your tenants handle, store, or transport hazardous materials? NO (**K) 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 environment if released into the workplace or the environriierit. "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 or pressure), of formulation containing hazardous material? NO %) YES ( ) If you answer YES to 1 or 2, contact the'Butte County Environmental Health Department at (530) 891-2727 for a review of the project. , 5 3. Is the business/facility/operation to be located within 1,000 feet of the outer boundary of a school or a school site? NO (*'K� 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, fiunes, vapors, or other volatile compounds? NO ( YES( ) IF YES, contact the Butte County Air Quality Management District at (530) 891-2882 for permit requirements. Owner or Authorized Company Representative BCEHD BCAQMD ❑ o BCEHD Signature BCAQMD Signature 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 Quality Management District. The above regulations DO NOT apply to this facility. Date Date 03/02 White -Bldg. Div. Yellow-BCEHD Pink-BCAQMD Goldenrod -Fire Dept. May 12 04 10:13a RTC A II January 28, 2004 (530) 891-4243 p.2 APPLIED TESi1NG CONSULTANTS, MATERIALS ENGINEERING - • TES I'ING AND INSPECTIpN Butte County ✓�� Building Department �e j 7 County Center Drive Orovillc, CA 95965 Attt1: U.Idnti Gib.byns Gentlemen: to accordance withyour request, we have agreed to provide special inspection services for the A325 high strength bolting installation for the Winterath Shop; 243 Mission Olive'Rd., Oruvillc, CA. 'The AP number for -this project iti 072-,150- 025. ' We propose to verify proper tensivnin&of'the A325, bolted connections usinga calibrated dial indicator torque wrench or the ATSC "Turn of the Nut" method. We'wdl use, the proper method,that-is applicable: The proper tension will,be, established by a representative sample of bolts tensioned in a Skidmore -Wilhelm load cell -device. -This procedure will- be executed per the specifications. noted in the ATSC manual- ' Pleasc'ca'll if further information' is, required\ Very truly yours, APPLIED'TESTIN6 CONSULTANTS Brad Forsythe Vice -President & Director of Operations 306.0 Thomtrcc Drivc, Suitc 10 • Chico, CA, 95973: Tcicphoiie:,(530) 891-6623 •..Tecsimila: (530),891-4243 oo' 5�33'?0 - 4?0.6516") 4?Z. Z/' z T' roo' \SEPT/C\ NO2�3%2"W \FQlIE. 1 6 o Now • fXCt ds,Vf % I �oAD s UTielr/ES p OI E.aSMfNT T-0 A PIA FM Z o eOl h; N69"tZ'30"�V I 60.00' I 3 � �I 4=a3'z7774 p Q=32o' mol dip 50'/jU/LSO/NG 33, 77' feTVCK[/NE /J' N6900 7'E /lop) oo' NAQ'SZ'D? "W I Q=ZG�2!'3Z" L = /OG. 35' '- NZ/'37'30'E' Rwr G.BI QC � N+89'23 � it/B9 � 37 R&M I '9.S.L. NOO°34: M'FsO/ON OIIYE 68.69 (MJ N � i d=?3°27%4 "A 5�33'?0 - roo' \SEPT/C\ \FQlIE. 1 NAQ'SZ'D? "W I Q=ZG�2!'3Z" L = /OG. 35' '- NZ/'37'30'E' Rwr G.BI QC � N+89'23 � it/B9 � 37 R&M I '9.S.L. NOO°34: M'FsO/ON OIIYE 68.69 (MJ N � i d=?3°27%4 "A 0 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEO US ONLY Owner: Building Permit Number: 0 3 -- 380z Plans Examiner: Martha Christy A. P;Number.: -72- ' 1 SO -- O z S' - GENERAL: 1. Zoning requirements - (number of permitted living units). ��j- �aOvrU►eta Gf' 2. Plans signed by the designer. 3. Proper description of work on the application. 4. Existing violations on the property. Le / A-^ 5. Recorded notice of violation. 6. • Building permit valuation. PLOT PLAN: 1. Complete parcel size and dimensions.� aw{a, pSetbacks, side yard, easements, etc. fie- �" � X 3. Other buildings or structures. j'Y1 e- 4. fie' A' 4. Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN:.. 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). L 3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). . t: 6. Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in,this, section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest Projection from the ceiling (Uniform Building Code section 310.6.1). 7. All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in, any dimension (Uniform Building Code section 310.6.2 & 310.6.3). 8. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9. Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 10. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 11. Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 12. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13. Wood stove location - Alcove - UMC section 205 confined space & 223 unconfined space & 304.2). 14. Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 39 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shower compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. Fytvj de- 4mmioAl 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). \ Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. - �'CJi mC �Z►►�t 7. Roof construction details complete enough to construct building. sh0uj o C c GS S 8. Fireplace construction details and calculations if necessary.(' _ 9. Garage door header size(s).j-Q ryt j 't r ��A. t Y A-6 10. Porch header size(s). V� %e Z r0,PLIn e., 11. Typical header size(s). �rp 0`1 12. Stud heights. �y0 Wq,��/j `�`'10� ICS 13. High expansive soil - special foundation design required. Y 14. Retaining walls requiring design. GJ1�.�Gvv�° /� ��{�rpvM 15. Gypsum wallboard nailing inspection required. -ppY.a / 044j �Y-0 16. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. 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. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 January 16, 2004 Steve Winterath P.O. Boa 35 Glenn, Ca 95943 �t8�0C) epartment of Development Assessor Parcel Number: 03-3808 Building Permit Number: 072-150=025 Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Services Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: i.Your plans must indicate Spangler Ct. You must indicate with of road and setback from the road. 7. Your plans were taken in without including the covered area and the mezzanine area. Fees have been refigured to include these two areas. Balance of fees is now $119.15. A mezzanine is considered useable space. Please provide a floor framing plan for this area and include foundation under all wall which support this area, a code complying staircase must be shown for access to the mezzanine and a guardrail must be provided for both the mezzanine and the staircase. Provide footing to support the staircase. �4! Provide a complete wall framing plan for interior walls. ( Provide location of all traps (5),Indicate what fixtures they will serve in the future. RUCTURAL COMMENTS: Special inspection is required for the high strength bolts in accordance with CBC Section 1701. The Butte County Building Division must approve the special inspector. Please provide this office with the name and resume of the special inspector that you intend to employ. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. l_ Martha Christy Plans Examiner Philo Hunt, P.E. Plan Check Engineer 1 of 1 PROJECT PROCESSING RECORD" i r - Applicant: Ul) LI/��0�� Owner: A.P.#:C�1aZ-��d-©Z� Permit #: 03'���� Work Description: Date Description of Step or Status r ---------------- 5 . I (P �a I �Kz -E-a AJ f �� l 1I A14CELROY META -L, INC. M U L T I -RIB LOAD TABLE* ulti-Rib is one of the most versatile members of he Mc-:roy famiiy of quality products. It is truiv a muiti--.Ise wail and roof Pane! whose aPplications span a tremendous variety of commercial and industrial cc-nstrugyon proiec`s; 1Muiti-Rio's superiority as a roofing panel is proven by. compliance with the daid Unde^Nrfiers: L�zhoratodes UL -90 wind uolift tests. An ide, l combination of strength and beauty make kluiti-Rib an equally (rally popular choice for Nall applications. _12- 36" Cover Wictn GENERAL LOAD TABLE NOTES 1. Ail Clcuiadorts Jr pnmerdes of panels are caImiated in a=rdaxe wide SCeezak t5 for ]1e Ce:.on ci Ucrit Gauge Cold-Fomled Sl- Slrurrai Members gublisned by rhe Anion Iran and Steel Insohae (AISI) and adde Ines es-mbdsned by •;;e ML -z! Eutidira C moment +Aanuru.:lar�s :ssrczdon (MECIA). Wind loads and dedec: cn bads are funded by a dedea*an of Ll180. 2 values siinown asadow.ble Icads are based on panels covering three (3) or. more eqL-,I cntinuous scans. IMuid& values shcm by 0.8 for two (2) span ccnCmom Allowable loads fr2d�on) for wind shown have been inceased by 3310..5. d. Ecr wind !oats sbess only, muiddry rroe load (,.. s) by 123 xt5 S. We= at panes nbe dedtaed (rem v.A;es to catain net allowable bad. • _ i Sheet BROOKS -RANSOM ASSOC7ATF5 STRUCTURAL i IGIlKS' ' CIVIL ENGIlVIEERS 7415 NORTH PALtV1, SUM 100. Dote - FRESNO; CALIFORNIA 93711 (559) 449-8444 FAX (559) 449-8404 _- ob no. Of. .. •..,,-m : .. ... ..... ..a. ,,.a., ,v,m.�a.n:o. ,: ,.:,,... ,.,.,.n,a;a, �•.:v;,;ns„n;r,:,;..,:n;:,o,:a:nr,,. ,c,,;:...,.,o;az..m^;t SEC n0N PROPERTIES ALLOWAaLE LOADS (PSS - 1 TCP !N Coup. ICN 3pTC.0 tN C MPAE951CN I 'NINO ICaO 'I yE ! CAO -I OE.t='ICN mi Pane! Gaua_eI weiontFY Ix Se Ma Ix Se Ma PSF I KSI I IN., I IN.' I KIP IN. I IN.' I IN' I KIP IN.1 1 1 1 3 i 4 I- I° 1 r 13 I I� I° I, 19' I 3' I 1' j I E i 7 l 8' 29 10.75 1 80 1.0217 1.02011 0.965 1.0145 1.0214 11.024 -1251 71 116 1 27 ! 17 1 i2 1 95 ! 53 i 34 ! 21 113 1 9 1 .17 1 .31 1.18 1.60 1.701 .30 26 1 0.95 1 80 1=51.03091 1.x82 .0198 1 .0300 1 1.435 1177, 1 100 1 4 140 : 2E I 17 1 12-11 7_55 ; 18 ! 30 1 19 1 13 1 .17 i .29.1.16 1 EO 1.701 .80 25 1 0.95 1 50 1.03E-1.0371 1 1.112 1 .0213 1 :0332 0-995 1 ;F-, 1 O° ! 11 3 t _ i :71 92 ! 52 &Zzj °" I !71 t 3 1 .10 i :!9 129 ' 42 1571 .74 24 i 1.20 1 80 1 D4E4 1.04601 2205; 1 .0265 1 .0411 1 1.970 1.243 1 137 188 1 5- 5-1 .3 1182 ! 103 I c- t 11 1 "6 1 17 1 .17 i .30 I .=S i .80 1.701 .80 24 1120 1 50 1.0499 I..^.499 11.494 1 .0286 i .0462 1 1.282 1 171 1 96 i 51 1 43 ! 31 1 21 1 128 i 72, 1 -6 132 1 24 1 18 [Al t 1 .19 1.30 1. 1.591 .77 1 GENERAL LOAD TABLE NOTES 1. Ail Clcuiadorts Jr pnmerdes of panels are caImiated in a=rdaxe wide SCeezak t5 for ]1e Ce:.on ci Ucrit Gauge Cold-Fomled Sl- Slrurrai Members gublisned by rhe Anion Iran and Steel Insohae (AISI) and adde Ines es-mbdsned by •;;e ML -z! Eutidira C moment +Aanuru.:lar�s :ssrczdon (MECIA). Wind loads and dedec: cn bads are funded by a dedea*an of Ll180. 2 values siinown asadow.ble Icads are based on panels covering three (3) or. more eqL-,I cntinuous scans. IMuid& values shcm by 0.8 for two (2) span ccnCmom Allowable loads fr2d�on) for wind shown have been inceased by 3310..5. d. Ecr wind !oats sbess only, muiddry rroe load (,.. s) by 123 xt5 S. We= at panes nbe dedtaed (rem v.A;es to catain net allowable bad. • _ i Sheet BROOKS -RANSOM ASSOC7ATF5 STRUCTURAL i IGIlKS' ' CIVIL ENGIlVIEERS 7415 NORTH PALtV1, SUM 100. Dote - FRESNO; CALIFORNIA 93711 (559) 449-8444 FAX (559) 449-8404 _- ob no. Of. .. •..,,-m : .. ... ..... ..a. ,,.a., ,v,m.�a.n:o. ,: ,.:,,... ,.,.,.n,a;a, �•.:v;,;ns„n;r,:,;..,:n;:,o,:a:nr,,. ,c,,;:...,.,o;az..m^;t ' GIRT,• SIMPLE SI.. 1LJGHT GAFF STRUCTURAL INSi , L SIMPt= SPAN LOAD TABLES FOR ZE'S SEC ;ION I SPANI LCAD I OE _ AEAC I SEC -CN I SPAN E _ IOaD I C.aE4C 3 X <.S PtI L I E KIPS I 2 X= Imo! IN XIPS' I 1 I 16 CA 2 2841 ,S6 I _.70I 16 CA i4 208 io _.46 _ 10 132 I 6 •.37 _.,fil _ .j _:80 4,00 _d I :i3 20 i02 < 21 05 341 3' :I 24 14 GA39C " T._? IS CA_.:0 292 38 _- 244.35 i.3] _ 246 35 .35 i3 _69 ' 26 .52 •_• __ 1- 34 22 _'T 2. u•+ !.25 2] I 114 E.3J .26 2! 95 2.42 _.:i 2q �613 - 3.70 .98 13 GA I'c 3. 79 '.3-' is CA I 62 . 34 345 .d. -. •2I .•9 -2� 15 701 96 _T6 .39 Tc .209 •.;e _.381 _ _16 .a 30 .63 4 2 d2J I 32 50 .;0 2. ]fi _.54I 146 .3 24 _18 2.46 -4 _ .25 29 I 361 _. J4 _. __ __ lad .. 30 7_ .3 12 CA :J9 J.a4 3.27 II 12 CA __ 59960 196 .34 _..?I :4 I +.40 .37 ;.08 745 .96 2.58 :c l84 .35\12 .a 2]9 ]8 c La 266 .37 To I !34 !.?c _.344 20 216 ..63!60 2.06 22 1?8 2052 _5 ?66.621 2, cp 41 -29T 99 .]4 ]8' - - 2g ' 70 1 •36 7.34'I' 2^'� 30. '96I 3.91 `TOTES I l.oaa Ii erapla lalal lona Incl Call pa suoaanoa !noxa vauuetuoa_ by the -=h- The we 9M of the sectors nay not seen sub, --O thorn 2 Aaowaple 13 a nava oven GIC Tea in a raar wsm ma 1988 edippl of ALSI saecltraocns, Wiese values ala vaeo anry 3 tM centore sen nange Is aaeatlalely suppanea lamralry. For sl0ecat clnanions stun as menrImm wnn Ial9rally unatJo- ?wtna se = enc ncnuneamroay saacalgs c utct an I_GSI nsnaarto aolam wjOwaoleloa= 7 Al4waale 4aaa assume the use at Clafes or CJos at WvPans wn= w 7 aneCryery Ira -Aar suaaan =a, cuacoy to ma woo at ine member, II saotona are Io near alrecty on me supports. ins sectans mus? oe cleated IIx wap cDonMJ. .Rotor la . hxlle -==am 4 = valu! :!B Ino anlaunl of meld ah alai a^•- wtlatl the (US All)waale baa is 1pmod.. i:Ct appaoowu wwl sDecat aalleaitan feou8entemy a =y oa nec9nary to nappy the aoawaam cj . ieler 10 sane" Rah-- sarr-_sta t=.=OM tpr esarnalso ai now to 1866M st)=ns lar .mta toad SEC -MON PgOP= TIF-- ' BROOKS RANSOM ASSOCL ES STRUCTURAL ENGINEERS CIVIL ENGWEERS 7425 NORTH PALM AVE., SUITE loo FRESNO. CALIFORNIA 93711 ' (559)449-8444 FAX (559)449-0404 USE: .y- 5x(� e -,A *I P -A 1' C-7 E PUT pr 1 -7'-11.4 "-G e-oQI' 3I01," AgCvs* V ,lg, 'Z..5 - I J. (;,A AXISX•X I AXIS Y.Y 0 X 81 X ffi SEG �tON I �v1 I �NF!GHT� APF ( It I Se .is ly Sy Ay L 1.91FT IN• INS IM IN IN' I I IM IN I IN I =-.2iitSX .T3 • 9X231 I IB 2. 0]s9 11,101.16 .11 I5-0,7, .J 11.]0 I. IJS 112.11 I 2.P 13'J? S. it 7,06 1. J] Z.01 .Je I .bA I.IS 1.16 .90 ' BROOKS RANSOM ASSOCL ES STRUCTURAL ENGINEERS CIVIL ENGWEERS 7425 NORTH PALM AVE., SUITE loo FRESNO. CALIFORNIA 93711 ' (559)449-8444 FAX (559)449-0404 USE: .y- 5x(� e -,A *I P -A 1' C-7 E PUT pr 1 -7'-11.4 "-G e-oQI' 3I01," AgCvs* V ,lg, 'Z..5 - I J. (;,A I' 1 .. �� LIGh7 LACE STRUCTURAL INSTITUTE I nAn TAPI !=e cnfa -?=-v NOTES I Load to alb94eplelo9 load LIM can be su000ned by the section, • The weight of the saolpn has not been suceaceC front vaky 2 Anowab" bad° have been caloeated In acaroance win the 1986 admen of ALS1 saec01atl0m. ?7fe.3a.vatt7es are valid only J the cOW10 mmWn flange is adequaray _ hind Iammlly. For speciai corlOYWns , as members wrpt Iataraar amid• Parted secUom and nanwl0rm Oay soacngs mntaa an LGSI member to cotain R"u"n je Wady 7 Allowable bans assume the use of Mates ar tllus az subparts whial wlU apealrey transfer support 10ad9 '., chectY t0 the wad al the member. 8 DeaWm are lti bear cvectly on the supports, the sections must be cnectce0 for web aippflng- Rater to sample calculations. 6 QeikCloh values aro the amourit 01 cape©on that oavrs appwhen the lap alWwspq load Is applied, For applicationswth m datkmon requeemertts a may hl n to sarrcde ata.121byspa�arY nlod8y the alWwabia laaas. Rater to 5 Refer to sam. a*, at u lalom to esarttotee at It 10 select s49abn3 Ioc and hada ' SECTION PROPERTIES TWO SPAN AXIS X • X AXIS Y • Y LONG LAP MAX LAP ox HI X B2 SEC'.ION GA YIE7GHT REACTION Ix Se REACTION SECTION SPAN LOAD OEFL INT EXT LOAO 0EFL INT ly 8 X 25 Z FT LBS IN KIPS KIPS IM .D3 IN• 7.7a IN' INR 1.30 EXT IN - 1.12 I. .JD IN I.13 IN .90 1B/F IN KIPS KIPS 16 GA 18 149 .69 ].J4 1.00 197 .93 4.43 1.J3 2.97 20 L20 .86 - l.�i .90 1.12 7.98 1.16 13_37 22 100 1.Oq 2. 7q ,82 �}1.5�.5� IBJ 1.35 3.51 1.05 24 8J 1.23 2.50 ,,� 104 1.55 3.12 25 76 i.33 2.38 .71 96 1.68 2._99 .39 26 28 71 1.44 2.70 69 86 1. 77 2.80 .90 30 60 52 i.65 2.:0 .63 74 2.04 2.58 .d4 ,377 14 GA !8 220 1.88 1.35 .58 63 2.31 2.78 .71 20 176 .79 4.95 1.49 702 '_.09 -79 2.04 22 143 .96 1.14 4.40 3.94 1.32 Z39 1.J2 5.96 1.79 - 29 118 1.33 3.51 1 .18 1.06 188 153 1.52 5.18 1.55 2S 109 1.45 3.39 1.02 138 1. 74, 1.35 4.58 4.31 1.37 26 100 37.55 3.25• .97 126 1.97 4.09 1.29 1.23 28 3073 85 1.79 2.98 .89 104 2.20 3.65 1.09 13 GA !8 289 2.03 2.75 .83 89 2_49 3.35 1.00 20 2281.00 _ .84 6,51 1.95 376 1.10 8.45 2.53 22 184 1.19 5.69 5.05 1.71 301 1.34 7.54 2.26 24 150 1.37 4.49 1_52 1.35 246 196 1.60 1.81 6.76 2.03 25 178 1.49 9.31 1_29 177 1.93 5.89 5.54 1.377 26 28 125 107 1.58 9.08 1.22 161 2.04 5,22 1.66 1 30 92 37.81 2.07 3.74 7.46 1.12 1_J4 2.28 4;'08 .57 1.40 18 338 .84 7,60 1.04 113 2.54 4.24 1.27 20 262 1.00 6.d54 2_28 427 49 1.08 9.62 2.89 22 213 !.19 5.11.29 86 1.]5 d. 74 2.62 24 174 1.37 5 29 1.82 7 87 6.86 2.]6 25 160 1 98 4 1.93 6.431.93 2,06 26 28 194 123 1.57 9.84 2.02 5.98 1.90 106 1'80 2.04 4.5530 2.28 5.41 1.62 3.0 2.54 19.89 1.47 NOTES I Load to alb94eplelo9 load LIM can be su000ned by the section, • The weight of the saolpn has not been suceaceC front vaky 2 Anowab" bad° have been caloeated In acaroance win the 1986 admen of ALS1 saec01atl0m. ?7fe.3a.vatt7es are valid only J the cOW10 mmWn flange is adequaray _ hind Iammlly. For speciai corlOYWns , as members wrpt Iataraar amid• Parted secUom and nanwl0rm Oay soacngs mntaa an LGSI member to cotain R"u"n je Wady 7 Allowable bans assume the use of Mates ar tllus az subparts whial wlU apealrey transfer support 10ad9 '., chectY t0 the wad al the member. 8 DeaWm are lti bear cvectly on the supports, the sections must be cnectce0 for web aippflng- Rater to sample calculations. 6 QeikCloh values aro the amourit 01 cape©on that oavrs appwhen the lap alWwspq load Is applied, For applicationswth m datkmon requeemertts a may hl n to sarrcde ata.121byspa�arY nlod8y the alWwabia laaas. Rater to 5 Refer to sam. a*, at u lalom to esarttotee at It 10 select s49abn3 Ioc and hada ' SECTION PROPERTIES AXIS X • X AXIS Y • Y ox HI X B2 SEC'.ION GA YIE7GHT AREA Ix Se Az ly Sr AY L • ' 8X2126X 273 LS(Fr 8X232 IB 2.3. df IM .D3 IN• 7.7a IN' INR 1.30 IN 7.07 IN - 1.12 I. .JD IN I.13 IN .90 13 I I i 4.41 12 1.30 12.11 2.97 3.06 1.71 .59 1.16 I .95 3_07 1.43 13_37 3.41 3.03 2.01 .64 1.16 ,47 'r�218. A r I�.A -t- 1 kvs LOA L7 ^- 20 USES 1(o C-eR. - W/ MAY - 0 ' `' Sheet ' BROOKS-RANSOMASSOC RTES B STRUCTURAL ENGINFXM CMI. ENGINEERS 7415 NORTH PALM, SUITE 100 Date. FRESNO; CALIFORNIA 937.0 (559) 449-8444 FAX (559) 449-8404 - ob no. Of ............... .... .... .. ....... ..,..�.... ..•. ,.aa,n.,... c�•a:,;;,r.h.n....;nc.. ,,,•.:r;:.,..^;-.,;:,;.,... ,,-,,..�::•.r.; �llla;:n ..s..t.c.....,....�.t.,..._W...�...-,..,..a._�....t...aw.,.�...t.,_........... ...... �. .. .u,::•-•: ,.�,:..•.. ... �,. .: 'v..i!i','S9. •'.. "•" :'.U•_4tiY:ul U:'. .....�::1i 1`v6t1:>tL�' u._1dL•ti'>:_.. �..: i11i7:t.Etifiill:!titi'd._... I o tZ F U ?-L_ I t -j S . e T LIG GAGE S j RUL] SMUTS ' SECTION SPAN o X Z.5 c LOAD LaIFT LOAD TABUS FOR ZE=S TWO SPAN LONG LAP I REACTION DEr INT EXT LOAD IN KIPS KIPS 1.87FT MAX LAP REACTION DE: I INT EXT IN HIPS KIPS M� 16 GA 1d :49 .39 3.34 ,.JO 197 .93 IW I N I IN' lM N ZO _20.3<_ h� 1 4.� 1.07 t.Jo :-u .30 1.40 2-17 1.401 3.as 1 1. I .,a I 3.98 .90 22 100 L.04 z.74.32 129 !-]5 :. JS 24 33 2.50 .7_ 104 .55 34 ' 26 26 so '60 =: 4: 65 2. J0 2 53 d6 =.7- 2.39 2.90 30 .d4 .84 .10 .63 2.74 2.58 - 14 GA. 70 1a 220 i.a8 :. 95 .58 63 2.71 2.38 ,71 2C 79 4.95 1.49 302 1.09 6. %9 2.34 22 -7696 ?4J 1.14 1.40 3.94 :.32 239 1.]2 5.96 1 79 Z_ 119 109 1.45 3.1._45 3-39 7-39 1._9 1.06 198 � 1.52 1.74 5.L8 4.58 1.55 1.]7 `26 190 '.55 1. J2 38 1.35 9.31 1.29 3.25 .37 ..0 1.37 4. 09 1.23 29 85 1.79 2.98 .89 104 2.20 7.65 1.09 13 GA 30 '16 73 2.03 2.75 6.51 .a3 a.3; 39 J75 2.49' L.:0 3.35 a.45 1.00 2.53 20 228 1.00 5.69 301 22 184 1.19 1.34 7,54 2.26 24 5.05 1,52 246 1.60 '0.76 2.03 25 150 138 1.37 4.19 1-35 196 1.31 5.89 1.77 ' 26 t.49 1.58 4..3 1.29 _77 1.93 5.54 1.66 28 .25 13'. '1.d1 4.08 3.79 !.22 1.12 !61 13..4 2.04 5.22_.57 ' 70 92 2.07 3.46 1.34 2.28 Z.54 4.68 1.40 la 32S .81 7.60 2.28 427 .1.08 4.24 9.62 1.27 2.89 20 z2 262 213 1-00 66.54 1.36 -349 a. 74 2.6z 24 174 9 1.37 S.d6 5.11 16 286 1.61 7.97 2.36 2: 26 160 144 1.48 1.57 4.39 4-.1 1.56 1.50 "6 206 i.a2 1.93 6.86 6.43 2.06 1.93 29 127 1.90 4. ,0 1.41 119 184 155 2.02 2.24 5.4 5.11 1.90 30 106 2-04 3.96 1..19 , 130 2. 54 4.89 1.6<' 1.47 NOTES t Load 1, wum baa alai on oe a- varuac suoponed W mgm lite aeon. The weOf lite section hu net horn subtnaed tram 2 Atldxaby baee nave tsen c=Aa e.. In arsaraa won me 1986 e3t0on of Al$} soeC if 1006 Cort --Won Woo Is adegtnta � +' �e values are ve8d only _ ry supported lme=ty. Far special mnainam sttn u mermen vmh tateraty unsup- 7 � -- UQM n ndnumtorm bay spaangs mntaa m LGSI member to Rolan atbrapq . assume the use at ptates or dlOs at supoons wniC1 wej ell dI(amy to Inn web at lite member, it sealons are to bear ect" uar?ster su000n loads meacea Iprweo dreclY ort uie supponz, the secions meat be �mP#n9. Refer to sande catarladoru. Dallecbn varum are the amount of deftemon mat carom when the tun atlowadw bad 6 appttea For a spool aenemon requeener= a rhay be netacsary to molly'no a8pwable Naas. Refer to 5 Relerto amrcr aattsrteticra for arampl.s of how to solea seClorn torVnW low& . 16 GiA - Mme,= or7 0 -SOf <-,g- � t mss, O�u 1• b� SECTION PROP=-rMFR �Ae A.. = 'L 1, Std l ' • •rr- AXIS X - X AXIS Y - Y O x Hi X >3L I SECTION GA I G M� I qy -M IW I N I IN' lM N I IN ✓!X'T YAXZSlti I aX23Z h� 1 4.� 1.07 t.Jo :-u u.11 I t3.a7 1.40 2-17 1.401 3.as 1 1. I .,a I I.Is .90 -tKU«. AKSA - c:-2 ; t S titA�t a &2241 �AA 1.07 3.35 I.16 .17 %% 11 O �.M A.r 19 1& WA Ok- siuu6.ien m hBy: t W E::j � . � QTlf 1} no: nt co L. J Ail, 2(1-33) ( )(i b.14)C1.7Z-) = to + '�i iZ. - ±Z. _ 1`4. 01 s (KT) Z z, sg T[Z y 1 (-,A 3 71 t ' i - _•...._ ' ' _--Tom:=:_�.. . CFS Version 4:11. `- Page 2 Section: Section 1.sdt Steve Cates Channel 8x2.5x1-14 Gage Brooks Ransom Associates Rev. Date: 11 /12/20038:21:26 AM By: Steve Cates Member Check - 2001 AISI Specification - US (ASD) ,� 1 Sheet BROOKS -RANSOM ASSOCIATES ' B STRUCTURAL ENGINEERS E3 CIVIL ENGINEERS 7415 NORTH PALM, SUITE 100 Date: I FRESNO, CALIFORNIA 93711 (559) 449-8444 FAX (559) 449-8404 _y' ob no. Of Design Parameters: Lx 14.870 ft Ly 7.330 ft Lt 0.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 _ in Braced Flange: None Moment Reduction, R: 0.0000 ' Loads: P Mx Vy My Vx (k) (k -in) (k) (k in) (k) Entered 0.000 70.650 1.580 0.000 0.000 Applied 0.000 70.650 '1.580 0.000 0.000 Strength 11.696 77.309 4.252 16.576 6.133 Effective section properties at applied loads: Ae 1.02815 in^2 Ixe 9.7488 in^4 Iye 0.9124 in^4 Sxe(t) 2.4372 in^3 Sye(1) 1.2251 in -3 Sxe(b) 2.4372 in^3 Sye(r) 0.5198 in^3 Interaction Equations AISI Eq. C5.2.1 -1'(P, Mx, My) 0.000 + 0.914 + 0.000 = 0.914 <= 1.0 ' AISI Eq. C5.2.1-2 (P, AISI Eq. C3.3.1-1 Mx, My) (Mx, VY) 0.000 + 0.914-+ 0.835 + 0.000 = 0.138 = 0.914 <= 1.0 0.973 <= 1.0. AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 ,� 1 Sheet BROOKS -RANSOM ASSOCIATES ' B STRUCTURAL ENGINEERS E3 CIVIL ENGINEERS 7415 NORTH PALM, SUITE 100 Date: I FRESNO, CALIFORNIA 93711 (559) 449-8444 FAX (559) 449-8404 _y' ob no. Of i;y' -LA7RAL f�RACING- o", s' 0 OUT(MACM --2X USE: cA s L.� ' / Sheet BROOKS-RANSOMASSOCIATES STRUCTURAL ENGDUMRS CIVIL ENGDUMRS 7415 NORTH PALM, SUrn ioo FRESNO; CALIFORNIA 937.0 Date - (559)4499444 -FAX(559)449-8404 �ob no.Of sli ns i;• LA 'o RTHJ 5 0 U THi o< 3'1 So oc 3a% OUT(MACM --2X USE: cA s L.� ' / Sheet BROOKS-RANSOMASSOCIATES STRUCTURAL ENGDUMRS CIVIL ENGDUMRS 7415 NORTH PALM, SUrn ioo FRESNO; CALIFORNIA 937.0 Date - (559)4499444 -FAX(559)449-8404 �ob no.Of w �t Type of Building. I- Standard Type F- Tapered Girder I� Special Type Building Information SPAN = 40•ft LEANTO = 20•ft BAY = 22•ft EAVE = 16•ft R/S = 1:12 Building Loads DL = 3 •psf • (BAY) DL = 66 plf LL = 12•psf•(BAY) LL = 264p1f TL = DL + LL TL = 330 plf Load Combinations (✓ DL+ LL DL+UUL(orEQ)fromleft jr DL+WL(orEQ)fromrt(notshownforsymetricbuildings) F- DL+ SNOW F DL+SNOW+MINIM r DL+ WIND+ SNOW/2 12 112 f F DL+ SNOW (over30 psf)+ EQ SNOW = 0•psf•BAY WIND=80-C SEISMIC = 4 +16'-0' SNOW = 0 plf Sheet Of: UBC Wind Load 1 Element 7 t eCq 1 qs . ..... s 'Windward Wall 1.13 0.8 16.4 1 14.8 IN 326.2 I Leeward Wall 1 1.13 0.5 16.4 1 9.3 OUT 203.9 Roof 1.13 0.7 16.4 1 13.0 OUT i 285.4 1 lWindward Wall 1.06 0.8 16.4 1 13.9 IN 306.0 [Leeward Wall 0.5 16.4 1. 8.7 ——OUT 191.2 ---1-1.06 [Roof (OPEN) Wind (w for walls) Vim, = [(306.plf + 191.plf).15.ft] + [(326.plf + 204-pif)-1-ft] vW = 7985 lb Seismic Vs s 2.5-(0.44)44) .(1.5) [3 - psf - (BAY) - (SPAN + EAVE)] vs = 968 lb Connections Vs -(2.8).(1.4) V.0 = 1.5 VD = 2529.7 . Ib Governs = "Seismic Does Not Govern" Sheaf Lof: LX WI0X12 W12X16 W12X16 7 C) X X ltd Solution: Envelope Brooks Ransom Associates 40x22xl 6 w/ 20' lean to November 11, .2003 DGE 9:50 AM BRA #03623 FRAME.r3d ...,..�1;i:�..1,1Y`�'.�.t.,.... .�......i uiu .. �..t_,...„w..�.... .... ,.....• __..,..,.. _: i;.b$� �.tM .ii'.SL.':a;.�.. �. ..�•.,".�.m `.v.ir3.t,a:..�.,�., •_.. .,.:,1riaC:,.,,u.s.o. \.,.. i,;1..;...... ri:P:�;:�tu_�.S.ti�l'3.i:�: •�Sa ASD: AISC 9th AISI 99 Allowable. Stress Increase Factor(ASI F 11.333 Include Shear Deformation Yes Include Warping Yes Display Sections for Member Calcs 5 Company Brooks Ransom Associates November 11, 2003 Yes Designer DGE 1:20 PM Y Job Number: BRA #03623 40x22x16 w/ 20' lean to Checked By: Global Steel Code ASD: AISC 9th AISI 99 Allowable. Stress Increase Factor(ASI F 11.333 Include Shear Deformation Yes Include Warping Yes Display Sections for Member Calcs 5 Maio Internal Sections. for Member Calcs- 97 , Redesign Sections Yes P -Delta Analysis Tolerance 0.50%° Vertical Axis Y Area Load Mesh in^2 . 144 ,Merge Tolerance in .12 Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress I STL 1 29000 1- 11154 1 .3 1 .65 1 .49 1 50 SectiORs Section Database Material Area SA(yy) SA(z7) I y -y I z -z J (Torsion) T/C I nhal Ghana I Thal /inln7 I; -AA\ /;.SAA\ /:..AA\ __i.. COL W12X19 STL 5.57 1.2 1.2 3.76 130 .18 RAFTER. W:12X16 _ STL 4.71 11 1.2 1.2.. 2.82 103 A : LEANTOCOL W10X12 STL 3.54 1.2 1.2 2.18 53.8 .05 .LEANTORAFTER W1OX12 STL 3.54 1.2' 1.2 2.18 53.8 05 , Joint Coordinates Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature Detach from N1 0 0 Il 0 r 0 LJId nra m No N2 0 15 0 0 No N3 19.5 15.8125 0 0 No N4 39'. .. 15 0 0 Nol. N5 39 0 0 0 No N6 . -20 0 0 0" No . N7 -20 14.1667 0 0 N o Member Data X -Axis Shape / Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint K Joint Rotate Section Set Memb I -End ' J -End I -End J -End Code Length frianraael Cat Tr)[U i;..x 1:-% ia, Steel Design / NDS Parameters Member Section Length Lb g y -y Lb z -z L_comp Cm y -y Cb Sway Label Set le2 lel le bend K y -y K z -z CH Cm z -z B y z R /ffl /ffl /Al 14% M1 M1 Ni N2 COL STL Y 15 M2 M2 N2. N3 RAFTER STL : '' Y _ 19.517 M3 M3 N3 N4 RAFTER STL Y 19.517 M4 M4 N4 N5 COL STL': Y 0<. M5 M5 N6 N7 LEANTO... STL Y 14.167 M6 M6 N7 N2ILEANTO...1 STL I Y BenPIN 20.017` Steel Design / NDS Parameters Member Section Length Lb g y -y Lb z -z L_comp Cm y -y Cb Sway Label Set le2 lel le bend K y -y K z -z CH Cm z -z B y z R /ffl /ffl /Al 14% M1 COL 15 7.33 7.33 1 1.2 0. M2 RAFTER . 19:'517 5: 5 1 65 ' 0:. M3 RAFTER 19.517 5 5 1 .65 0. M4 COL A5 7.337.33 1 1.2 0<. M5 LEANTOCOL 14.167 7.33 1. 1. 0. M6 LEANTORAFTE 20:017 5 1.. 1. 0 RISA -3D Version 4.5b [O:\George Gideon Steel Buildings\2003\03623\FRAME.r3d] Page t0 .. .u.,... u.:t�:^' u, y1:;fl'w afi' mi:�is.uo..Ai,.at. .. u.. '"5 _.u.u�m,ni.u.u.. ,. �S:S,'`SY' ::'t::`i.,. ._,._ ,. ,.,. i�1.. wns ,. a t`•Cw ,_Sl*..,?iii?�C"°;:• 1;,:�:SCSt1i1l�`:n., _ ,_ ��ii` .:t•t .. Lu..ua.:ci;_;�l:nl..ui,..,.,1.a:"istiSP;;tiil3,`.;i'.`i`5:._.i3?�' .. u Company Brooks Ransom Associates_ November 11, 2003 Designer DGE 1:20 PM Job Number : BRA #03623 40x22xl6 w/.20' lean to Checked By: Redesign Criteria ' Section Set Max Depth Min Depth Max Width Min Width Max Code Check Min Code Check (in) (in) (in) (in) a , nr ;y Member Direct`Distributed Loads, Category :None, :BLC 1:DEAD, Member Label Direction` Start Magnitude_ End Magnitude Start Location •`End Location (k/ft, F k7ft F ft or % ft or % M2 Y =.066 ,-.066 0 0 _.Y; :066, .. _::a ..,.. _*;Q66 __ .__..:': y0..._ _O;x �, w ..... ,..._ .._ _... _._ _.. M6 Y -.066 —.066 0, 0 Member Direct Distributed SLoads, Category : None, BLC'2 : -LIVE " Member Label Direction Start "Magnitude End Magnitude Start.Location End Location t (k/ft. F(k/ftF)' ft or % ft or .. M2 Y 264' -:264. 0 0 CM3 Y: 2-:264 B z� 264u.,v , %®r j: M6 Y -.264 -.264 10 0. - Member Direct Distributed Loads, Category: None, BLC 3: wind walls \ Member Label Direction, Start Magnitude . r End Magnitude Start Location End Location (k/ft, F(k/ft, F ft or % ft or % M1 X 306 306 Hi X..,,._.pik5p x,..._ Member Direct Distributed Loads, Category : None, BLC 4: wind roof Member Label Direction Start Magnitude End Magnitude Start Location End Location Company Brooks Ransom Associatei. November 11, 2003, Designer DGE .1:20 PM Job Number BRA #03623 402W6 w/120"lean to Checked By: –Load Combinations (continued) Ndm Description* Env WS PID SRSS CD 1BLC Factor BLC.', Factor BLC Factor BLC Fa`ctor. ---------- 77 �Wl_ I F I --- _T 1 3 -1 —4.' Envelope Joint Displacements 'Joint Label X Translate Y Translate Z Translate X Rotate Y Rotate Z. Rotate in Le in Lc (ifi):. Lc radians); Lc (radians) Lc (radians) Lc N1 max 0.000 3 0.000 3 0..000 1 0'. 1 0 1 1.792e-2 .4 19 ..... . . .. . ...... . .. Un N? ......... . . .... ..... 11 --211,.,' �10.000% Ell I I1,x �_Hi I; _1 '0 11 - , 7 N2 max 1.541, '3 .008. '37" 0.000 1 0 1 0 1 1.253e-2 '4 PENN NN ;: min U2, . .. .... . ... 2 1 .2 -, ii ­* —�,Um HBO! R] Mmirl".1. .1, 1.1,111,11.--1.1- 21 NOE006.e=3M. N3max 1.496 3 1A7 3 0.000 �1 0 1 0 1 2.107e-3 3 _. . .. V t ­ ...... ... .. MR$ H A .. .. . ............ HIMH-90 E 6M . .......... .. 21TV -TION ''I `ENA AU.9,3 N4. max 1 1.451 3 .006, 4 0.000 1 _0 1 0 1 5.441e-3 4 M -VE RRB M� 1 ji -an .4 M V .64' -N5 max 2 0.000 4 0.000 0 1 , 0 171e 4 1 2. -2 FO" VIM. inw., HE Q 001. IRI� On; HP . .. ........ 3 N6 max '0.000 3 'U00 3 OwOOO 1 0 1 0 1 1.-746e-2 4 Om ml�j-:wu�vmvin 1 WA. H. g"a g'. m Nig _gz 2; .2 0,, , 2' . . . ... . .... .. ...... �;;'w 67 F.N J �W max 1.537 3 .008 3 0.000 1 0 1 1-0 1 1.456e-2 4, L� _­ 4�:�; 11. 1 ni ri.. -,13 ­ ;: Y ­ M; mih`,1111'� RAW U G(pl; -4-OR A Rj �Py EDI P 01� Ri; EnvelopeVember Section Forces Member Label Section Axial Lc Shear y- y Lc Shear z -z Lc Torque Lc Moment y -y 'Lc • Moment z -z Lc k) (k -ft) (k-ft)ft) RAA -A (k- qu x 13 - 0b2 -2M.' RISA -31D Version 4.5b [0:\Geo'rge 'Gideon, Steel Buildings\2003\03623\FRAME.r3d] Page 3 1� , Company Brooks Ransom Associates-— November 11, 2003 Designer DGE: 1:20 PM Job Number-.: BRA #03623 40x22xl 6 w/'20' lean to Checked By: Envelope Member Section Forces,(continued) °' 5 m 361 IVIO H 7 .1- U 5 i..�N! ...... . 2 Envelope Member Stresses 4 0 . . . ...... . n'' Member Libel Section Axial Shear'y-y (ksi) Lc (ksi) Shear z -2t Lc (ksi) Bending y -too Bending y -,bot Bending z -top Bending z -bot Lc (ksi) Lc (ksi) LC (ksi) Lc (ksi) L 0. W, 1 1 Imax 1 1'.759 2 1 1.922 1 3 0, A ''0 1 0 1: 1 0 1 0 .46; min 1 -1.28 3 1,-1.169,1 4 0 1 0 0 1 0 1 0, 2 max 1 1.746 .2 1.44 3 0- 1 :1 '8.425 3 4.65,, 4 0 10 1 0 min -1.293 3 -.88 2 .0,- 1 j -4.654 -8.425 3 0 1 0 3 max 1.733, 2 .958 30 1 14.434 3 8.824 2 0 1 0 min -1.306 3 .88 2 0 824 2 -14.434 3 0 1 0 4 max 1.72- -2 .476 -3 0 1 -18.029 3 13.235 2 0 1 0 F, 0 1 min -1.318 3 -.88 2 0 1 -13.235 2 -18.6-2-973 0 1 0 5 max, 1.707 2 .759 �� 4 08' 3 0 7 -7177 -1-9.2 '17.647 2 G 1 0 min -1.331 3 -.88,, 2 0 1 1 -17.647 2 -19.208 3 -0 1 0 REM 1" H .. ... 2 .. .... ..... . w �1 min 45! H' ..in `�'I. ^' a P FRO DO 1 -10. 0 A. 0. 00iR n�z n gn-z.-�.:­-: mi R.Irl-1 ' K Oa 54.4, 0 H 62 R Kum; i�iln n: M7. H.13 6 . .. ..... . ..... max 5X . . ..... ........ . . .... 17� min 4 --rVI'M -.111 '584 1.N 11 .2, 1 M ! . .. ... ........... ..%� : . .1. zil.: H ON . 02 L . .... JO jgih. 1r. F min 4^47-3 7,251:11'- "1"3" '�.l F: _M: 17 .92 .2 1111115,111111111", wil' I!, ii!iill MI -i! 1111 . .... ... . .. T "1! 0 _-.1 _8 12 M'3 lli!Il lIIH."illl;' 0?'� H ..:3.31 19.3.33.. '-: 12. a IVIO I max 574 2 o/-.+ 4 0 1 19.591 2 11333 3 0 1 0. j ;' min 1 .46; 4 .363 3, 0 1 .333 3 -19.591 2 0 1 0 2 max :588 2 -1 -1.075 4 01 1 16.208 2 12:366 3 0 0 1 min .456 4 835, 2- .0 -212 1 .366' 3 8 -16.210 2 0%. 0 0 1 3 max -.603, 2 1.525 4 0 1 7.078 2 10.023, 3 .0 1 min -.453 j '4 4-60'1 2 0 1 -10. 0 -T078 .2 0 0 0 RISA -3b Version 4.5b [OAGeorge Gidpon,Steel Buildings\2003\03623\FRAME.r3d] Page 4 Company Brooks Ransom Associates.,- November 11, 2003 Designer :,DGE 1:20 PM - Job Number - BRA #03623 40x22xl 6 w/, 20, lean to l Checked By: Fnvpinnp Mpmhpr Sfrp--z-qp-4z &-nnfiniiaril —Envelope Member Deflections MemberLabelSection x -Translate in Lc. y-Transiate, in Lc z -Translate in Lc x -Rotate 'tradians)- Lc (n) Uy Ratio ;1c n Uz Ratio -1-6 Mi. 1 max 0 1 0' --1 0 1 0 1' NC NC min. 0 1 '0 1 .0 1,; 0 -A NC- NC 2 max .002 3 .797 4 0 1, 0. 1- 1887.425 4 'NC min -.003 2 -.589 3 0, 1 0 1 883.438 3 NC 3 max .004 3 -1.543 4 0 1 0', 1 1288.981 4 NC min -.005 2.-, -1.084 0 .1 0 1 574:978 3 -,NC 4 max .006 3 2.212 4 0 1 0 1 1679.642 4 NC —min -.008 2 -1.415 3 0' 1 0 1 695.25 3 NC 5 max .008 3 2.807 4 0 1 0 T NC -NC min 1 -.011 2 -1541 3 n -.1 n 1 —1— —M r- I Kir, . . . . . . . . . . . .................. NN2ri! min 2 8041 4.12:1 --ma.. 5 .. .... ....... P"u ESNC 8H0. max AT 4 ER I t1 C ... ......... M HP1,ZN*1,! I -49; H1,112, R 69 5,43 UP - HI: . min 8.02 .......... . .2IBM RIM'! NaNC en 81, 544 PH RISA -31D Version 4.56 - [0:\George'G,ideon Steel Build ings\2003\03623T RAM E. r3d] Page 5 Comoany. Birooks Ransom AssociatesNovember 11, 2003 Designer DGE Y 1:20 PM Job Number BRA #03623 40x22x1 6 w/ 20' lean to Checked By: Envelope Member Deflections, (continued) _ Member Label Section x-Trainsl,ate Lc - -Translate Lc z-Teanslate Lc _-x7Rotate Lc .(n)UyRatio ,-Lc (n)UzRatio ' 'Lc . in in in (radians) An F.M -.Ew - `i...r»_.._2. `: = MR RT' =W!I:..::- -RR, Ruud M3 1 max 1.446 3, 1.232 3 0 0'' 1 NC NC' min --2.894 4 -1.964 2 0 T77 .0,, 1 NC, NC' max 1 1.447 3 1.234 3 0. 1,J 0, 1 794.967. 3 NC' min 2.893 4 -1.727 2 0 1 -1 LO, 1 911.809 -2 NC 3 'max 1.448 3 .999, 3 0, 1 '0 1 667.401". 3 NC, min, -2.892 4 -1.179 2 0 1 0 1 1150.598 -2 NCI max 1.449, .571 �3. 1 1088'678 NC 3 0 1 01. �3 min,, -2.891 4 -.5022 01 1, 0 1 NC - NC -1 1 nAA I n1 1 1 1 Mny 1 A -r nir E:'::; .14U- J;i;, ili­ R NI H.1RFR.;--.! NJ WiRi -35 MOP „6 itti milit M. M-1 U PR . N$ -1-g�15u lli Ni rN Qg NO iN M . ..... gi ITT 4R� .11111,j;; K N i"i nRN N I H 2, , G NC' ��, M5 1 max 0 1 0 1 1 0, 1 0 1 NC Yp min 0 i -�'�A 1 0 1 NC 0� 1 , NC 3 '0 1 0, 1 4412.655 4 NC 2 max .002 .74' 4 1 0 1 994.034 3, NC min -.002 2 -.555,, 3 0' 4 ' _ 3 max A04 3 1.465, .4 0 1 -,0 1 2757.909 NC min -'.003 2 -1.042' 3 0 1 0 1 621.271 3 NC -0 4 max]. .006 3' 2.159 4 v0 1 1 3151-.896 411 NC min -:005✓2 -1.39Z, 3 ,,o 1 0 1 ,, '710.024 ;,3 NC 5 .008 3 2.807 4, 0 1 0 1 - :NC NC min 1 ,007 2 -1.537 3. �O 1 0, 1 ,.'NC NC R.. SmiMI-11 gl_�� 30 50 6_01". ii VIM q In "A A RkNOI.R... NC N i1h] V M R -3 nPIMIR 2', .41. MIA r. .5 RRi Or, Hz; .2 RR R; RK 26, '?M, --ir "`"NCV 251 `�°' }2 ' max 1 537 3 859% 4 01 0. .... . ....... .. . .. ..... I R;* d i R A -OTHOURR 1' _r: .1 11,16.5�3`07, in N U RIPM5 '2-118wip. 1 241010- .1-4k Ric 5' lid �NnKH.iii ZH A 23'8 944 4NC_ 4 Z Ri OnNE 804 4 59 R: 4` max 1 539ER. PH Eii. I 829:14 KiI RiN ,;;' �. „min ,2 4" H, Mill -T-4 X 4 N C 3 N C 4 NC_ 3 N C IliM 124.;_.4 N U mIruNC MRA TN NA"_ Envelope Member RISC ASD 9th Code Checks Label Code Chk Loc( Shear.Chk' Loc Dir ASD Eqn. Message (ft) Lc Lc M 1rlQlq 15 1) 07') 0 H1-2 - . . 0 Y' �4�RRRRM 4�;&pN5_,;M1iR-f.M ii :iRFRi­_. :ii . .. . _ -__ _ I 7- g ...... .... M3 .969 19:517 2 .157 -19.517 2 H1-2 r E .,»y2,. RBig Ri I. M5 .6404. 167 3 .033 0 3 HT -3 r nX 2' I HiiITOIII I V. I 12 - 1 1.11.111111.1 . H.1 11M. -I-1 AuL __J . . . . . ..... .... Company Brooks Ransom Associates November 11, 2003 Designer DGE .10:30 AM ,' Job Number: BRA #03623 40x22x1 6 w/ 20' lean to 'Checked By: Reactions, By Combination LC Joint Label Force Y Force Z Force X Moment Y Moment Z Moment, -(k) (k) (k) (k-ft) (k-ft) (k-ft) 1- N1, .501 2.515 0 NC 1* 0 0 N V":P 4. HP. III Ni*0M. -115 1 1 N6 .133- 1.051 0 NC 0 1 Totals: 0 5.503 0 1 COG (ft): X: 9.901 Y: 14.098 Z: 0 7.2.8.6' W 40: il TE404.- -1 . .. .1 H -.1-- N ERNA IN 5 N5 -2.049 5.325 0 NC '0 0 E2Z9,r7r,8:. WIR NPT E N N2 OR- U mi Q .5 Totals: 0 15.59 0 5 COG (ft): X: 9.5 Y: 15.127 Z: 0 �i, ' 6 N1 -5.135 -9.666 0 NC 0 0 . .... .... ... .. . . . ....... -RE U M.U�; M—:H 1 0, 51 27 11'-i N 6 N6 -1.551 -5.761 0. NC 0 0 6. Totals: 1 -7.073 -20.295 0 6 COG (ft): I X: 3.895 Y: 14.94', Z: 0 K -ka,!i . ........ NO R ri -0 IN N 1 613 --2 - - -M 7 N5 5.375 -7.069 0 NC 0 0 .0; u. :R -r;-O N' 18, o -7; R6, -nwo.-omnu-,.:-�t 02 ir. 56--m &R.1 �0 Totals: 1 7.837 -20.295 7 COG (ft): I X: 3.895 Y: 14.94 Z: 0 S. L4 I RISA-3D Version 4.5b [0:\G.eorge,Gideon Steel Buildings\2003\03623\FRA ME.r3d Page 4 ........ .. . Type of Building Standard Type j— Tapered Girder (✓ Special Type ' Building Information SPAN=40•ft LEANTO = 20 -ft BAY 19) ( 2 EAVE = 16. ft R/S = 1:12 Building Loads DL = 3•psf•(BAY) DL = 28.5 plf SNOW = 0•psf-BAY LL = 20•psf•(BAY) LL = 190plf WIND = 80 - C SEISMIC = 4 TL = DL + LL TL = 218.5 plf Load Combinations M �g SNOW = 0 plf I-_/ DL+ LL FV_ DL+ WL(or ED)from left DL+ WL(or EO)from rt(notshown for symetric buildirigs) F_ DL+ SNOW F DL+ SNOW + WIND2 F_ DL+ WIND + SNOW2 12 1/2 +16'-0 r DL+ SNOW (over30 psf)+ EO +14 Sheet 'Of: ,,., .1.,� 1 '`:l`.ut_ s t i i .. ,..,.�,� ,., .,.,,`'\1,.\�:i:.;.'S'er> .. � .. .....u5'1:�:'ih>:L: �., .:tid.,..,t,e:i.L13:d nt•, t u`dt UBC Wind Load Element Ce Cq qs I v(psf) DIR j w({�If) 1Windward Wall 1.13 - 0.8 16.4 1 14.8 ( IN140.8 ILeeward Wall 1.13 -..._.__._....._...__....._.__c._..._.__---- [Roof 1.13 0.5 -----..__..---'-'---__ 0.7 16.4 16.4 1 ._......_ 1 9.3 .....---..._...... 13.0 OUT ...._.-. -' OUT 88.0 ......--'-- - 123.2 1 Windward Wall 1.06 0.8 16.4 1 13.9 I IN 132.1 ; 'Leeward Wall - -1.06 Roof (OPEN) 1.06 0.5 -- 1.2 _ 16.4 16.4 - - ' 1_ 1 8.7 20.9 --OUT - OUT ' 82.6 198.2 123plf 198p1f 141 pif 88plf 132plf 83plf Wind (w for walls) Vw = [(83•plf + 132•plf)• 15 -ft] + [(88•plf + 141 •plf)• 1 -ft] VN, = 3454 lb Seismic _2.5•(0•(1.5) Vs 40.44).44)4) [3•psf•(BAY)-(SPAN + EAVE)] Vs = 418 lb Connections Vs•(2.8)•(1.4) 1.5 Vn = 1092.4 lb Govems = "Seismic Does Not Govern" Sheat b� 'Of Company Brooks Ransom 'Associat6s. November11, 2003 Designer. DGE: - 1:18 PM, , Job Number: BRA #03623 40x22x16 w/ 20- lean to Checked By: -Global Steel Code -- ---- ASD: Al SC 9th;-AISI 99 Allowable Wh5r, Fl,'_t'A -9 '111114E Include Shear Deformation'.. Yes . .. . . ..... - ... . .... . . . ... .... . ......... ... . . Yes 'N WEH.- ..... . ..... T Isplay Sections for Member CaIcs 5 Max . . ........ internal. ameM! NU 11.0 it. RedesigIf maysn Sections Yes ........ ..... M UL C. 3.10 mgTolerance V .5!1! - .1141111, Vertical Axis Y Area, MLtio. 6 d'Ke Jh T!, 1! -4 42 * -(i h; 2 1 1 Merge Tolerance in 12 I I I COL W10X12 STL 1.2 1.2 2.18 53.8 8 Materials (General) A TER 1GX v' . .. ....: ...... .... 'STL....:: &4 3�S 5. Material Label Young's Modulus (ksi) Shear Modulu5Poisson's (ksi) Ratio Thermal Coef. Weight,Density (per 10^5 P) (k/ftA3) Yield Stress (ksi) 1.2 STL 29000 11154 .3, 1 .65 .49 50 - ;STL -2. 1YN . 19.5 15.8125 0 Sections No M5 LEANTOCOL 14.167 7.33 Section Database Material Area SA(yy) SA(zz) I Y -y I Z -Z' J (Torsion) T/C I ;;h. -I qhnna I K.1 /in%Al) 1;-AAN 1:_AA 1 I I I COL W10X12 STL 1.2 1.2 2.18 53.8 8 .05'.. A TER 1GX v' . .. ....: ...... .... 'STL....:: &4 3�S 5. LEANTOCOL W8X. 1 0I- STL 2. 96 1.; 2'7- 1.2 30.8 04 ANT,P TER On W8xM - ;STL -2. 1YN . Joint Coordinates Joint Label x Coordinate Y Co6rdinate Z Coordinate Joint Temperature Detach from RIM Iii MTE R i. Er I * . . . ...... .. T -H W ifi (ft) (F) Diaphraqm NI 0 0 0, 0 No N6 N7 ;gp. gsp . ..... i 4_ I"WH' 0 0 NI STL N3 19.5 15.8125 0 _._.5 -H 0 No M5 LEANTOCOL W gg� g'; r� -iv"T Hii H p R T N5 39 0 0- .0 No N7 I _qn I 14.1667 . I - ' n I I I r% I KI 0 Member Data X -Axis, ShaDe/ Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint K Joint Rotate Seciio'n Set Memb I -End J -End I-End_J -End Code Length M1 Ni N2 COL STL Y 15 RIM Iii MTE R i. Er I * . . . ...... .. T -H W ifi M. N3 N4 RAFTER STL Y. 19.517 gip .... ... .... ... .. .. ... . . ............. Mi -W,-,.N,5 . . ..... HIM. . . ..... .... .... . . MEMO mimn IET r - M5 N6 N7 LEANTO... STL Y 14.167 M .IiWiv ........... . rl 0.11�;��; FI.-M2i 0 2 V 0.1.7`: 117 Steel Design NDS Parameters Member Section Length Lb Y_y Lb z -z L comp Cm Y -y Cb Sway Label Set le2 lel le -bend K y -y K z -z ICH Cm z -z B y .z R M1 COL 15 7.33 7.33 1 1.2 V 0 - J ER. HH. 5.0.x.,-.1- 1PR _119517:.::.,: - R.N -T "M3 - RAFTER 19.517 5 5 1 .65 0. .7 `5_3,M NL W, M5 LEANTOCOL 14.167 7.33 RPTFIMI'20-6 RISA -31D Version 4-.5b '�[0:\George'GidebnSieelBuildings\2003\03623\FRAME2.r3d] Page 1' - . . . . . . . . . . . . . . . . . . . . Company, Brooks Ransom Associates. • November 11, 2003 Designer DGE 1:18 PM Job Number: BRA #03623 40x22xl 6 w/ 20' 16an to Checked By: Redesign Criteria Section Set Max Depth Min Depth Max Width Min Width Max Code Check Min Code Check Member Direct Distributed Loads, Category None, BLC 1 DEAD 21 Member Label Direction' Start Magnitude End Magnitude Start Location End Location ( or %) k/ft, F) (k/ft, F) (ft or (ft ,'' M2 Y .029 -.029 0 0 ka 29" M E ,.1M, -3 . - 1 TW 0 i'' M6 Y -.029 -.029 0 0 Member Direct Distributed Loads, Category None,' BLC 2: LIVE Member Label Direction Start Magnitude End Magnitude Start Location End Location VII Basic Load Case Data r' Member Direct Distributed Loads, Cate None., BLC 3. wind walls BLC No. Basic Load Case -gory: Category Gravity Direct Member Label Direction Start Magnitude de End Magnit ude Start Location End Location Y z Joint Point Dist. Area Surf. ', (k/ft, F) (k/ft,,F) (ft or %) (ft or %) -3 MiX .132 132 .- 0, 0 3 wind walls None ` �U@ a '., Member Direct Distributed Loads, -Cite -gory: None. BLC 4 wind roof Member Label Direction Start Magnitude End Magnitude Start Location End Location VII Basic Load Case Data r' Load Type Totals BLC No. Basic Load Case Category Category Gravity Direct Description Code Description X Y z Joint Point Dist. Area Surf. ', 1 DEAD None -3 .... .. .. . . . ... ... , 1 In' Nom; -.mum 0 U- 3 wind walls None Load Combinations RISA -31D Version 4.5b [WiGeorge'Gideon Steel Bu ildings\2003\03623\F RAM E2. r3d] Page 2 Envelope Member Section Forces -W 7 Member Label Section Axial "Lc 'Shear y -y Lc Stiearz-z Lc, Torque Lc -Moment y -y Lc Moment z -z Lc (k) (k) (k) (k -ft) (k- (k -ft) M1 1 max 5.501: 2 -1.898" O' 0 1 0 1 01 1 1 Company BrooksRairisom Associates_,t'.. November 11, 2003 Designer DGE -2.814 3 1.188,' 1:18 PM Job Number BRA403623 40x22xl 6 W/ 20' Idail to t Checked By: 2 max 5.456, 2 1.403 3 0 1 0 1 1 0 1- 4.203 Combinations (continued) `,, min .,.-Load 2 0-- 1 0' 1 1 1 -6.19 0 3 Num Description Env WS PD°SRSS CID BLC Factor BLC Factor BLC Factor BLC Factor' �i2 min 4, -2.904 3,1 .121 _1, 0 1.- .0 2, '0 .1 -10.523- 3 ' �, 4 max 5.365 2- .413 3 0 1 0 1 0 1 -12i608, 12 - min -2.949 3 -1.1121F 2 0 10 1 0 .11 -13 3 5 max .5.32 2 .792 ' " -Envelope Joint Displacements • Joint Label X Translate, Y Translate Z Translate j< Rotate Y Rotate. Z Rotate Envelope Member Section Forces -W 7 Member Label Section Axial "Lc 'Shear y -y Lc Stiearz-z Lc, Torque Lc -Moment y -y Lc Moment z -z Lc (k) (k) (k) (k -ft) (k- (k -ft) M1 1 max 5.501: 2 -1.898" O' 0 1 0 1 01 1 1 min, -2.814 3 1.188,' 4 0, 1 0 1--j 0 1, 0 2 max 5.456, 2 1.403 3 0 1 0 1 1 0 1- 4.203 .2 `,, min --2.859 3 TA 21 2 0-- 1 0' 1 1 1 -6.19 0 3 3 max 5.411 2 .908 3 0 1 .0 0 1 8.405 1 �i2 min 4, -2.904 3,1 .121 _1, 0 1.- .0 2, '0 .1 -10.523- 3 ' �, 4 max 5.365 2- .413 3 0 1 0 1 0 1 -12i608, 12 - min -2.949 3 -1.1121F 2 0 10 1 0 .11 -13 3 5 max .5.32 2 .792 4 0 7 1 0 0 1 H 16.8M, �2 „' min -2.994 3 -1.121 r 2 0 1, 0 j 0 1 1 -r3Te 3 5 A go N: 05 M viti IV., ihz iilgs4 .... .... .... . 5 `3 Isis 2 in ax., -I a jij. Hi !-H T. K ', .. . .... MY_'M ... M, KUE - 5557 3 IN1m % n -5.U2 M nf. g. 11g.1 857 g w U P `24W SO N Oi 1 R ij' W 5QMN 53 4 R n tr. ' 151' M 0........ I P P m., .... . Mimp,F �_ - ix 1u; M3 1 max 1.449 2 ".537 4 0. 1, 0 1 0 min , -.849 3 -.331 3 0 s; 0 1- '0 1 1 -16�51�5_127 2 max 1.488 2 .937' 4: 0 '0 1 -5 0 1 7.56 3 min , -.841 3 -1.025, 2 0 1 ;0 1 0 1 1 -13.809 2 1 -3 max 11.527 2 1..337' 4, 0 0 'A 0. 1 6.254� - " 3 min 7 .832 3 -1.966 2, 0 1 0 1 _0 1 -76.512 2 4, max' 1.566 21 T.737 4 1 0 1 0, 1 01 5.378. 2 min ".824 3 -2.907 2 01' 1, 0 1 -9-96-- 4 5 max .1 1.606 2 2.137 4 '0 1 :0 1 0 1 21.859, 2 ', mIn-.816 3 --3.848 2 0 0 1 0 1 .4 yP5 V_ ?... .- k'In it I PN ­ igoN Kgy V 9...... :i.2 1171 ,Y 4 '2 =,'max. ,3 942, f.2, ....... .... 9 g MI]PE., ..::. v. IT !,+ RISA -3D Version 4.5b [OAGeorge *Gideon Steel Build i.ngs\2003\03623\F RAM E2. r3d] Page 3 Company- Brooks Ransom Associates:November 11 2003 Designer DGE % 1:18 PM Job Number: BRA #03623 40x22xl 6, wit 20' lean to., Checked By: Envelope Member. Section Forces.(continued) Member Label Section Axial Lc,,P' Shear y -y Lc Shear z -z Lc .Torque Lc Moment y -y Lc Moment z -z, Lc (k) (k)� (k) (k -ft) (k -ft) (k -ft) ff Um 1, Md 1417. JW, , ax- WF.T. -n, "IMIN im, - .. - T A. @ "N A. N: 2 _101 IHTii .r'1 11 _A- N .. Amax,......... . . mimINIM,2il 18,81 w jug - 4 -0: 4R,1: z, i :DZ4 H 1 1 k - U201 A., 5 U ii,-: i. 5.. max, -2,735 ;4 0 1 Y1 t,' "i , min I , 0 7 .x L Envelope Member Stresses Member Label Section Axial - Shear y.y Shear z -i Bendihg y ending y7bot Bending -top' Bending z -bot ;zi' -(ksi) Lc (ksi) Lc (ksi) Lc (ksi) Lc (ksi) ,z-top' Lc (ksi) Lib (ksi) Lc M1 1 max 1.554 2, 1 215 3 -0; 1 1 .0. 1 0 1 0 *1 0 1. min =.795 -3 -.7 6 :41 , 0 1 _0 1 0 1 0 "1 0 1 ' , 2 max I -1.541 '2 .898 -3,1, 0 -i- 1 6.813 4 .3 4.626 2 0 1. 0 I ti min -.808. 3 ".717 2, 0 1',, -4.626.1 -2` -.6.813 .3 0 1 0 1 0 3 max 1.528 2 :581 3,` 0 1 11.583 4, 3 -9.252 2 0 1 0.. 1. min -.82 3 -.717- 2 0 1 1 w-9.252 2-11.583 3 .0- 1 0 1 I�' 4 max 1.516 2 .264 3,' 0, 1-1� 14.31, 13.878 1 12-1 0 0 min 7.833 3 -.717 2 0 1 1-13.878' 2 _14.31 1 3 1 0 1 0 1 5 max, 1.503 2- .507 4j; 0 3, .18.50 4 9 1 1, 14.993 i T-7 1. 0 1 min. -:846 3 1 -.717 2 -0 1 1-1,8.504', 2 �14.993 0 1 0 NO 5 _R3 i fNILT8:T5.0.4"E­ -5 Hii 0- N.: 1.3 IAIR I.- ni M M ...,F NIT -j -Ilg j HN'T !ti Rt� E 131- 1 -42 3'_U . ......... .7 .5 .. .... .... in. NEE 21 m -ITH2ii -11.0,96;; li-2 !14i i0l..'110itigg igp 1 ln,. N 9 ;946H: w IMIN 10 All: .10 n min rOF 242'1`: -.30" Ri A, 'RIT �kQ% 4 .10 R" 51. . ', , nXii 4 _-Til 2R.' LT R". �tl F:""�� 2 ME Bg P. ­­­ -1;6.591IE ;K_,11 M ; H! N114011 -'E' :, ifl:z_550. �"Ir `3911iiii"It: .5 Q- 07 MIX . i! 'j 03*�i ...... .... T P.:w _7 2 3 1 1! W:5 -, W' ­M I R M3 :max AM 2 _344 4 0 1 18179 2 `T622 '_­.: 3 0 1 - 0 1 '' min -.24 T3 -.212 " 3 0, 1 -T622 ';: 3 -18.179 0 1 0 1 2 max 42 2 .6 4- 0 1 2 8.327 3 0 15.2 1 0 1__ Min -'.237 3 6 56 2 0 1, -8.327 3 -15.2 2 0 1 max .431 2 .856. 4 0 1.. 7.168 2, 6.884 0 10 1 min -:235 3 -1.258 2 0 1 -11-6.884 3 '1 -7.168 20 1 1 0 RISA -3D Version 4.50 [OAGdorgp *Gideon Steel Buildings\2003\03623\FRAME2.r3d] Page 4 41 •.ti � u.Lhmd.L-:5.1:`..u.t,. :.•.'L`:' .v,, iU:� •mli`�tll� _\._-�U._ l ` , , .. .. `lh ., �;._` ,�8:i"•t Company Brooks Ransom Associates November 11,-2003 Designer DGE ' 1;:18 PM Job Number BRA #03623 40x22xl6 w/ 20' lean to Cliecked By: Envelope Member' Stresses, (continued) 1 11.1 LCt: i . Envelope Member'Deflections Member Label Section. x -Translate Lc : y -Translate Lc z -Translate Lc x -Rotate Lc (n) Uy Ratio Lc (n) Uz Ratio Lc RISA -3D Version 4.5b [O:\George'Gideon Steel Bu. ildings\2003\03623TRAM E2.r3d] Page 5 zvtv— v" j Company Brooks Ran orn Assoc'iatet. Ransom November 11; 2003 Designer DGE 1:18 PM Job Numbe'r :'BRA #03623 40x22xl 6 w/ 20' lean to Checked By: Envelope Member'' Deflections, (continued) Member Label Section x -Translate Lc Y7Translate Lc z -Translate' Lc x -Rotate Lc (n) Uy Ratio Lc (n) Uz Ratio Lc (in) (in) (in) (radians) -N Envelope Member RISC ASD 9th Code Checks' Label Code Chk. Loc ShearChk Loc, ,Dir ASID Eqn: 'Message �y'(ft), Lc 4. (ft) Lc M1, .778, 15 2. .046 ; 0-:, 3 H1-2 I V Envelope Alternate Shapes-, M 01 iN 6 RE 5 w Inv.; nit 4 M3 .817 19.517-1 2 .123 19.517: 2, H1--2 4 jaiT MER -, . . . ...... 'IM, M5, .401 14.167 3 .021, 0 3 H1-3 W10X15 .. ... .... . 1 51 1,02 ......... . ......... d 4 ;':': M3k!: - Eilm-RNIT Hla 11,; !VQ ..RTA Ewa I .'RISA -3D Version 4.5b,.' Envelope Alternate Shapes-, Section Member Suggested Alternate Shapes Set Label Replacement 1st Choice .2nd Choice 3rd Choice COL M4, W8X1 3 a W8X13 WUXf W10X15 RH�1111`17MEIQ .0 E.*,R I ': --.1--.2 -111L` T 4 ;':': M3k!: - Eilm-RNIT Hla 11,; !VQ 0 QXI�O Fill "�I m .,x I .'RISA -3D Version 4.5b,.' [OAGeorge'. Gideon Steel B'U ild ings\2003\03623\F RAM E2. r3d]. Page 6 +•l`{:• • :Lu. . ' l�u 1 � .\ ,' `+ L. _ _.a, a ti:;i+.�li:.i`� li,)i. : .1,�, e, .ai.. ,�: ❑�Sf,�. ,A.,.. ,..1tL •>+u�.a +,'till . .] _, .,,%Cub. l .+...i�tiU+htk1..�,5,:.�>tl::: z:i�.>\ tu.•�u, .. � .x. "i,_, , t• •�:, v , o +.. C:•l),a,i�• , , .±:��t �.. �:il;iie��,_,..+.l+a. ..S:ii`:u �:.� >1iv_ 'til:., ..,.,•. +_, .01:1..1,, +1iS1.. +.1,?d .,, .... ..1�. ..ti:'. Company : ,Brooks Ransom AssociatesNovember 11, 2003 Designer DGE 1:34 PM ,Job Number : BRA #03623 40x22x16 w/ 20' learrto Checked By: - Reactions, By Combination LC Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment I VVV Il /\ J JV 1 1 1� VJV L V _ �` r _.. _.:M11'.6.01.; - •...._:. 7 286 ° ,_ .,..: 0 NC res. Ib 5 N5 2.049 5mwi 1.1..325 0 NC 0 0 I:5<•. x0 SAY. NC, 0 m� .._. x ..... 1', -WI _ . . 'i 5 Totals: 0 15.59 0 '` 5 COG ftX:9.5 Y: 15.127 Z:0 Ni 6 N 1 -5.135 •-9.666 0 NC 0 0 6 „` ..._.,... 0.N = ." "; 387 A, _.-. 6' N6 -1.551 -5.761 0. NC 0 0 1' 6 Totals: 7.073 -20.295. -0, i 6 COG ftX3.895 Y 14.94. Z 0 17 _sN1 2 282.E 8.76:3_` *;;0 NC.. 1' 7 N5 5.375 '--7.069 0 NC 0 0 ;'�7.m.;...x_....N6 �..,.,. .�. 18..:., ., r,,�; 1,,,4.4:63 .r `. 0 _ .;.,3.NC k�, 7 Totals: 7.837 -20.295 0. ' 71 COG: : X: 3.895 Y: 14.94 Z: 0 ' �U Ll V �D- V (� WL { -7 to RISA -3D RISA -3D Version 4.5b [O:\George Gideon Steel Buildings\2003\03623\FRAME.r3d] Page 1 ********************* * MOMENT CONNECTION * SPLICE PLATE REFERENCE: AISC 9TH EDITION' P. 4-116 THRU 4-125 VpXt2 JOINT TYPE IS A RIDGE CONNECTION. JOINT MOMENT(K-FT)=? 16.515 TOTAL SECTION DEPTH(IN)=? 9.87 FLANGE THICKNESS(IN)=? .21 FLANGE WIDTH(IN)=? 3.96 WELD SIZE(IN)=? .25 WEB THICKNESS(IN)=? .19 BOLT DIAMETER(IN)=? .75 STEEL STRESS.(KSI)= 50 MIN. # OF 6 /8 BOLTS= 2. USE 4 - 6/8 IN. DIA. BOLTS FF= 20.51553 PE= .88575 ME= 4.030663 MIN. PLATE THICKNESS(IN)= .4035531 USE PLATE 3.96 BY 9.87 BY 7 /16 THICK WITH 4 - .75 IN. DIA. A325 BOLTS. USE 4 /16 INCH FILLET WELD ALL AROUND Sheet 'Of: MOMENT CONNECTION * SPLICE PLATE ********************* MIN. # OF 6 /8 BOLTS= 2 iUSE 4 — 6/8 IN. DIA. BOLTS FF= 27.15404 PE= .88575 ME= 5.334924 MIN. PLATE THICKNESS(IN)= .4642764 USE PLATE 3.96 BY 9.87 BY 8 /16 THICK =i WITH 4 — .75 IN. DIA. A325 BOLTS. USE 4 /16 INCH FILLET WELD ALL AROUND �i G �a REFERENCE: AISC 9TH EDITION A�pX12 P. 4-116 THRU 4-125 a JOINT TYPE IS A KNEE CONNECTION. V JOINT MOMENT(K—FT)=7 21.859 TOTAL SECTION DEPTH(IN)=? 9.87 FLANGE THICKNESS(IN)=? .21 `t FLANGE WIDTH(IN)=? 3.96 i WELD SIZE(IN)=? .25 WEB THICKNESS(IN)=? .19 t BOLT DIAMETER(IN)=? .75 Py STEEL STRESS(KSI)= 50 MIN. # OF 6 /8 BOLTS= 2 iUSE 4 — 6/8 IN. DIA. BOLTS FF= 27.15404 PE= .88575 ME= 5.334924 MIN. PLATE THICKNESS(IN)= .4642764 USE PLATE 3.96 BY 9.87 BY 8 /16 THICK =i WITH 4 — .75 IN. DIA. A325 BOLTS. USE 4 /16 INCH FILLET WELD ALL AROUND �i G �a * * * * * * * * * * * * * * * * * * * * * * MOMENT CONNECTION * SPLICE PLATE ********************* REFERENCE: AISC 9TH EDITION P. 4-116 THRU 4-125 JOINT TYPE IS A KNEE CONNECTION. JOINT MOMENT(K-FT)=? 4.347 TOTAL SECTION DEPTH(IN)=? 7.89 FLANGE THICKNESS(IN)=? .205 FLANGE WIDTH(IN)=? 3.94 WELD SIZE(IN-)=? .25 WEB THICKNESS(IN)=? .17 BOLT DIAMETER(IN)=? .625 STEEL STRESS(KSI)= 50 MIN. # OF 5 /8 BOLTS= 1 USE 2 - 5/8 IN. DIA. BOLTS FF= 6.787769 PE= .792 ME= 1.34835 MIN. PLATE THICKNESS(IN)= .2339986 USE PLATE 3.94 BY 7.89 BY 4 /16 THICK WITH 2 - .625 IN. DIA. A325 BOLTS. USE 4 /16 INCH FILLET WELD ALL AROUND J , ti El' Y i� ********************* * MOMENT CONNECTION * SPLICE PLATE REFERENCE: AISC 9TH EDITION P. 4-116 THRU 4-125 �1 JOINT TYPE IS A RIDGE CONNECTION. JOINT MOMENT(K—FT)=? 28.049 TOTAL SECTION DEPTH(IN)=? 11.99 FLANGE THICKNESS(IN)=?. :265 FLANGE WIDTH(IN)=? 3.99 WELD SIZE(IN)=? .25 WEB THICKNESS(IN)=? .22 BOLT DIAMETER(IN)=? .75 STEEL STRESS(KSI)= 50 MIN. # OF 6 /8 BOLTS= 2 USE 4 — 6/8 IN. DIA. BOLTS FF-- 28.70687 PE= .88575 ME= 5.45643 MIN. PLATE THICKNESS(IN) .4677652 USE PLATE 3.99 BY 11.99 BY 8 /16 THICK WITH 4 — .75 IN. DIA. A325 BOLTS. USE 4 /16 INCH FILLET WELD ALL AROUND Sheet 'Of: �1 F * MOMENT CONNECTION * SPLICE PLATE REFERENCE: AISC 9TH EDITION P. 4-116 THRU 4-125 JOINT TYPE IS A KNEE CONNECTION. JOINT MOMENT(K-FT)=? 40.705 TOTAL SECTION DEPTH(IN)=? 12.16 FLANGE THICKNESS(IN)=? .35 FLANGE WIDTH(IN)=? 4.005 WELD SIZE(IN)=? .25 WEB THICKNESS(IN)=? .235 BOLT DIAMETER(IN)=? .75 STEEL STRESS(KSI)= 50 MIN. # OF 6 /8 BOLTS= 3 USE 4 - 6/8 IN. DIA. BOLTS FF= 41.35987 PE= .88575 ME= 8.448267 MIN. PLATE THICKNESS(IN)= .5809551 USE PLATE 4.005 BY 12.16 BY 10 /16 THICK WITH 4 - .75 IN. DIA. A325 BOLTS. USE 4:/16 INCH FILLET WELD ALL AROUND Sheet 'Of. ********************* *-MOMENT CONNECTION * SPLICE PLATE REFERENCE: AISC 9TH EDITION P. 4-116 THRU 4-125 JOINT TYPE IS A KNEE CONNECTION. JOINT MOMENT(K-FT)=? 19.696 TOTAL SECTION DEPTH(IN)=? 9.87 FLANGE THICKNESS(IN)=? .21 FLANGE WIDTH(IN)=? 3.96 WELD SIZE.(IN)=? .25 WEB THICKNESS(IN)=? .19 BOLT DIAMETER(IN)=? .625 STEEL STRESS(KSI)= 50 MIN. # OF 5 /8 BOLTS= 2 USE 2 - 5/8 IN. DIA. BOLTS FF= 24.46708 PE= .792 ME= 4.374604 MIN. PLATE THICKNESS(IN)= .4204185 USE PLATE, 3.96 BY 9.87 BY 7 /16 THICK WITH 2 - .625 IN. DIA. A325 BOLTS. USE 4 /16 INCH FILLET WELD ALL AROUND Sheet 'Of. '�I I I I I I Anchor Croup Width Anchor Croup Length Vortir-al (Uplift) Horizontal = Sc Radius 5 Rodiue 4 'adjue, 2 Radius I = Puy ,rt(Fux^2 + Fuz^2) Shoat a bof- Anchor Bolts in Concrete V.4.2 By Brad Young, P.E. (This module is intended to check anchor bolts `, in concrete based on U.B.C. section 1923.3) Calculation Title: Job Number: Loads Vertical (Uplift) Horizontal (Shear) (All values are positive.) DL (lbs.)...... DL (lbs.) FLL (I bs.) .................... .. ...... FLL (lbs.) ........... DL Dead Load RLL (lbs.) RLL (lbs.) FLL Floor Live Load WL (lbs.) WL (lbs.) . .. . RLL Roof Live Load SL (lbs.) SL (lbs.) th De St n sign TLL = Total Live Load Values s' WL =Wind Load Floor Live Load Type Roof Configurations SL = Seismic load 0 Public Assembly 0 Roof Configurations That Don't Shed Snow Pu = Factored Tensile Load 0 Live Load > 100 psf 0 Other Roof Configurations V„ = Factored Shear Load 0 Garages' f2 = 0.2 0 Other Live Loads Special Inspection? Bolts in the Tension Zone of the Concrete f, = 0.5 0 Yes 0 No 0 Yes 0 No Pu = 2*(1.4*DL + 1.7*TLL) = 0.00 6846.20 Pu = 1.5*(1.4*DL + 1.7*TLL + 1.7*WL) = 20351.55 18228.90 Pu = 2*(1.4*DL) = 0.00 1402.80 Pu = 2*(1.2*DL + 1. 6*FLL + .5*RLL) = 0.00 2803.40 Pu = 2*(1.2*DL + 1.6*RLL + (fl*FLL or.8*WL)) = 12769.60 14541.60 Pu = 2*(1.2*DL + 1.3*WL +fl*FLL +.5*RLL) = 20750.60 16154.40 Pu = 2*(1.2*DL + 1.1*SL + (fl*FLL + f2*RLL)) = 0.00 1842.80 Pu = 2*(0. 9*DL + 1.1 *SL) = 0.00 901.80 i, Pu = 2*(0.9*DL + 1.3*WL) = 1 20750.601 1 14252.80 '�I I I I I I Anchor Croup Width Anchor Croup Length Vortir-al (Uplift) Horizontal = Sc Radius 5 Rodiue 4 'adjue, 2 Radius I = Puy ,rt(Fux^2 + Fuz^2) Shoat a bof- nl'. "\. •, t, , , t �`w,.arr w, ..,...,..:i Z. a ;,;1• :.,is�a�_a; ,. t .... ,. ., t .. , ,.. t „t. , , \" , _ s,.,, `' y„ 1,r�}tir,, . . ;S.u`�lti�>a: L.; ...a:tL...tS1, s,.iL.::..il.,.P:i�ll9.ae:..,..._»il....�.-. d .. l;i`i�,.l a.\..,.nu:"U:.t.,.6S.,._,.u���a l.,{a�':�'•. 1 l:?`;�`�, .1a.i S,u�.e�Al:,.l...,�.\..a.,..,,... �,:..,.,.i aa:.aiiiaa... �t Sl.f Bolt Information ' e., Minimum Radius to Side 3 in Bolt Diameter B In Number of Bolts N = -andMinimum edge parallel t the.shear is Bolt f si = [pk34 uc (psi) «. Pux if near-;edge'is perpendicular,to the . • Boltb d = Em a ment in shear direction at side 3 and 4) Anchor Group Width in = Embedment Factor = 0.341333333 Anchor Group Length in = <<>« Factors TotalCo c e e n r t Thickness - ck ess in- �i - Minimum Radius to Side 1 in = <>1 u • Minimum Radius to Side 2 in = e., Minimum Radius to Side 3 in Use P as shear direction if the near Radius to Side 4 (i ) = -andMinimum edge parallel t the.shear is Pux if near-;edge'is perpendicular,to the AP (int) _ 675 shear direction at side 3 and 4) Embedment Factor = 0.341333333 Factors O Anchor is hooked on reinforcement O Anchor is not hooked on reinforcement (D= 0.65 Normal Weight Concrete O Lightweight Concrete O Sand -Lightweight Concrete 1.00 Concrete Strength fc (Psi) _>> [['<<>`>`2s'(3fl (Max fc (Psi) = 6000) Results a - i'.. Pss (lbs.) = 0.9*Ab*fut*(Nb) = 66268.0 (DP, (lbs.) _ (D*X*4*AP*Sgrt(fc)*(Embedment Factor) _ -29952.0 VSS (lbs.) = 0.75*Ab*fut*(Nb) _ 55223.3 OV, (lbs.) _ (D*2*7c*dee*X*Sgrt(fc)*(Nb) (Edge Distance<=10*Bd) ' -and- OV, (lbs.) _ (D*800*Ab*X*Sgrt(fc)*(Nb) (Edge Distance>10*Bd) = 31906.8 P„ / OPS = 0.693 OK V„ / OVe = 0.571 OK 1/0 * [(Pu / Pj' + (Vu / V.)5:3] = 0.689 OK ny' (Pu / P.)2 + (Vu / V..)2 = 0.203 OK J 1 ;y _ Sheet z X lubl`, ,�.,, ::1�1F'z,:L±u\,:u:_:.. .,..,._..,±L%i y� ��'.,.,..,...:S�,ti1,;....:i:...,,�eiuli:`i�i�?,1rSl:�.:xut�tiQ��\�±•��;,: ;u:1:<c>•.S��i:`.li�\i:.\,: 1 ggbs #3531 Bearing Pressure Maximum Bearing '.824 ksi Max/Allowable Ratio .353 AISC EQA(W) (ABIF = 1.333) .824 • =�.9,�- (ksi) 13 in 0. Plain Base Plate Connection Base Plate Thickness :.375 in Base Plate Fy : 36. ksi Bearing Surface Fp : 1.75 ksi Anchor Bolt Diameter :.625 in Anchor Bolt Material : A307 Anchor Bolt Fu : 58. ksi Column Shape : W12X19 Design Code : AISC ASD 9th - Base Plate Stress Maximum Stress 17.797 ksi Max/Allowable Ratio .494 AISC EQ.3(W) (ASIF = 1.333) 17.797 r (ksi) " .. .038 - Anchor Bolts Bolt X (inl Z (in) TPnslk) Vx (k) \/7 (kl Ft (kcil Fri Nmil I Ini+v r r%mhinn+inn 1 1.5 1.5 .073 .0. -1.809 24.043 13.33 .442. AISC EQ.4(W) 2 -1.5 1.5 .073 0. -1.809 24.043 13.33 .442 AISC EQ.4(W) 3 1.5 -1.5 .073 0. -1.809 24.043 13.33 .442 AISC EQ.4 W 4 -1.5 -1.5 .073 0. -1.809 24.043 13.33 .442 ' AISC EQ.4(W) Load DL LL WL 5 P (k) Vx (k) Vz (k) Mx (k -ft) Mz (k -ft) Rever; 2.515 .501 No 7.286 1.601 No 9.666 -5.135 Yes II General Information i, Job # Date: 1:59PM, 11 NOV 03 Page 1 c:1ec55103623, ecw Calculations Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W12X14 -0.254 Brooks Ransom Associates Title: 0.000 0.000 in Structural Engineers Dsgnr: ' D�n 7415 North Palm Ave., Suite 100 Fresno, California Description Left Cant. 0.00 ft 93711 Scope: Right Cant 0.00 ft (559) 449-8444 Fax (559)449-8404 Max. M - Lu : Unbraced Length Rev: 560100 User. KW -0602497, Ver 5.6.1, 25 -Oct -2002 Steel Beam Design ' (c)1963-2002 ENERCALC Engineering Software Distributed Loads Description Mezzanine Beam k -ft II General Information i, Job # Date: 1:59PM, 11 NOV 03 Page 1 c:1ec55103623, ecw Calculations Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W12X14 -0.254 -1.182 Fy 50.00ksi 0.000 0.000 in Pinned -Pinned Load Duration Factor 1.00 Center Span 20.50 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Max. M + 40.14 k -ft Right Cant 0.00 ft k -ft Max. M - Lu : Unbraced Length 2.00 ft Max. Deflection -1.182 in Distributed Loads 33.000 ksi k -ft Max. M @ Right #1 #2 #3 #4 #5 #6 #7 DL 0.150 7.83 Length/(DL+LL Defl) k/ft LL 0.600 47.640 k k k/ft ST 20.000 ksi I Beam Passes Table B5.1, Fb per Eq. F1-1, Fb = 0.66 Fy k/ft Start Location ft End Location ft Force & Stress Summary -0.254 -1.182 Beam OK 0.000 0.000 in Static Load Case Governs Stress Using: W12X14 section, Span = 20.50ft, Fy = 50.Oksi LL LL+ST LL LL+ST Maximum End Fixity = Pinned -Pinned, Lu = 2.00ft, LDF = 1.000 Center Pa. Center Cants 0D Cants Max. M + 40.14 k -ft Actual Allowable k -ft Max. M - Moment 40.141 k -ft 40.915 k -ft Max. Deflection -1.182 in fb : Bending Stress 32.375 ksi 33.000 ksi k -ft Max. M @ Right fb / Fb 0.981 :1 k Length/DL Defl 969.2 :1 1.68 7.83 Length/(DL+LL Defl) 208.2 :1 Shear 7.832 k 47.640 k k fv : Shear Stres: 3.288 ksi 20.000 ksi I Beam Passes Table B5.1, Fb per Eq. F1-1, Fb = 0.66 Fy fv / Fv 0.164 : 1 Section Properties W12X14 Force & Stress Summary -0.254 -1.182 -1.182 0.000 0.000 in «_ These columns are Dead + Live Load placed as noted -» 0.000 DL LL LL+ST LL LL+ST Maximum Only Center Pa. Center Cants 0D Cants Max. M + 40.14 k -ft 8.62 40.14 k -ft Max. M - 0.000 0.000 k -ft Max. M @ Left Reaction @ Left 7.83 1.68 k -ft Max. M @ Right k k -ft Shear @ Left 7.83 k 1.68 7.83 k Shear @ Right 7.83 k 1.68 7.83 k Center Defl. -1.182 in -0.254 -1.182 -1.182 0.000 0.000 in Left Cant Defl 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 7.83 1.68 7.83 7.83 k Reaction @ Rt 7.83 1.68 7.83 7.83 k Fa calc'd per Eq. E2-1, K*Ur < Cc I Beam Passes Table B5.1, Fb per Eq. F1-1, Fb = 0.66 Fy Section Properties W12X14 Depth 11.910 in Weight 14.13 #/ft r-xx 4.615 in Width 3.970in I -XX 88.60 in4 r-yy 0.753 in Web Thick 0.200 in I -YY 2.36 in4 Rt 0.950 in Flange Thickness 0.225 in S-xx 14.878 in3 Area 4.16 in2 S -YY 1.189 in3 31 Brooks Ransom Associates Title: Job # Structural Engineers, Dsgnr: Date: 1:59PM, 11 NOV 03 7415 North Palm Ave., Suite 100 Description 11 3 i Fresno, California 93711 Scope (559) 449-8444 Fax (559)449-8404 Rev: 560100 User: KW -0602497, ver 5.6.1, 25 -Oct -2002 _ Page 1 S (c)1983-2002ENERCALC Engineering Software Steel Column a\ec55103623. ecw: Calculations Description Mezzanine Column 1 I General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section P4STD Fy 46.00 ksi X -X Sidesway : Sway Allowed a Section : P4STD, Height = Duration Factor 1.330 Y -Y Sidesway : Sway Allowed Column Height 8.000 ft Elastic Modulus 29,000.00 ksi End Fixity Pin -Pin X -X Unbraced 8.000 ft Kxx 1.000 Live & Short Term Loads Combined Y -Y Unbraced 8.000 ft Kyy 1.000 AISC Formula H1 - 2 Loads i AISC Formula H1 -.3 0.1045 0.3356 Axial Load... Dead Load 1.86 k Ecc. for X -X Axis Moments 4.000 in Live Load 5.97 k Ecc. for Y -Y Axis Moments 0.000 in XX Axis: Fa calc'd per Eq. E2-1; K*Ur < Cc Short Term Load k YY Axis: Fa calc'd per Ea. E2-1 Column Design OK a Section : P4STD, Height = 8.00ft, Axial Loads: - DL = 1.86, LL = 5.97, ST = 0.00k, Ecc. = 4.000in Unbraced Lengths: X -X = 8.00ft, Y -Y = 8.00ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 - 1 AISC Formula H1 - 2 i AISC Formula H1 -.3 0.1045 0.3356 0.4401 0.3309 XX Axis: Fa calc'd per Eq. E2-1; K*Ur < Cc YY Axis: Fa calc'd per Ea. E2-1 K*Ur < Cc Stresses i, Allowable & Actual Stresses Dead Live DL + LL DL + Short j Fa: Allowable 20.75 ksi 20.75 ksi 20.75 ksi 27.59 ksi fa : Actual 0.59 ksi 1.88 ksi 2.47 ksi' 2.47 ksi Fb:xx :Allow [F3.1] 30.36 ksi 30.36 ksi 30.36 ksi 40.38 ksi fb : xx Actual 2.32 ksi 7.43 ksi 9.75 ksi 9.75 ksi i, Fb:yy :Allow [F3.1] 30.36 ksi 30.36 ksi 30.36 ksi 40.38 ksi I fb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi j t Analysis Values F'ex : DL+LL 36,956 psi Cm:x DL+LL 0.85 Cb:x DL+LL 1.75 F'ey : DL+LL 36,956 psi Cm:y DL+LL 0.85 Cb:y DL+LL 1.75 F'ex : DL+LL+ST 49,152 psi Cm:x DL+LL+ST 0.85 Cb:x DL+LL+ST 1.75 F'ey : DL+LL+ST '49,152 psi Cm:y DL+LL+ST 0.85 Cb:y DL+LL+ST 1.75 Max X -X Axis Deflection -0.088 in at 4.640 ft Max Y -Y Axis Deflection 0.000 in at 0.000 ft I�Section Properties P4STD Diameter 4.50 in Weight 10.77 #/ft I-xx 7.23 in4 Area 3.17 in2 I-yy 7.23 in4 S-xx 3.213 in3 Thickness 0.237 in S-yy 3.213 in3 r-xx 1.510 in r-yy 1.510 in Brooks Ransom Associates Title: Job # Structural Engineers Dsgnr: Date: 1:59PM, 11 NOV 03 3 7415 North Palm Ave., Suite 100 Description Fresno, California 93711 Scope (559)449-8444 Fax(559)449-8404 Rev: 560100 User. KW -0602497, Ver 5.6.1, 25 -Oct -2002 Steel Column Page 2 (c)1983-2002 ENERCALC Engineering Software C:\eC55103623.ecw:Calculations Description Mezzanine Column !Vial OL = 1.86k Axial LL = 5.97k Axial ST = Ok Fbin y . X X all V `:t' ` i,: t.�\.a :w•, ..gra \` \, , t; ;,ed , y:`d�. ,.`^:�"i�`:�.,1,.•1'ti`,`,�..�....•..a..,.,..,,;.Ltuv �y`Wi;..a.,,`':_: •::.,.,?i't»,;,"vu:1y U.• v.:,`• `�.,,.., � ..� � .., .� .a ::lL$.`_a,.:�a!`.S.i.Eihi.tl.`v�:u.n...11,'.Reuy�.fl?ou:d.1.a.,..^ii::,:i.1iiY.a...,.:.... ,.,..a.,,aSlei.+ly.,,-:L'�.•::Lei...�.::5...aa�ili,:ta:.lyi`S�:l....,h,`.•_itill6?ti```.:�i:i.:.�:.7.1,.tiiil4`.a`ii:``:a � �x8 b�•. 'x x%�ai..w.�..,,"bi'� .e '�'-,"h'•.Is �,5�'' r �. � .1-���'�'Y�-fe'�. Y;'�.i� '_ .&.>ra..i_ r .. s"� 8�8 5'� loxr� ��¢ l2 xr2 17. (1 �` Pl PE 'COLUMN r-A5L �, Dt5iC N 210,1 �- %2 20, 5 K 22.3 24. �- 29 2 34:3 x Sig "27. V4 30. C) 3 2.4I 37. , A-00uME fG= 2500 f:751 ALwNAD? B t INC7 —ST1zr--:51� fi� = 0, 35 x 0.65 x 2 00I'A z n �i2 0.75 +off ,Qc.1►.�f5,1.. I�'1 � = i G_. �. = 372 ��2 Z J b , ��UMEt� pLaNE OF: Pt:;�ClWzr 7+4Iv2 TN►G�NE55 4- � �x8 3%1''� �x8 s"� 8�8 5'� loxr� ��¢ l2 xr2 17. (1 �` 21. Cv'` 210,1 �- %2 20, 5 K 22.3 24. �- 29 2 34:3 x Sig "27. V4 30. C) 3 2.4I 37. , 43.7 47, 60 4-5.7 47. Llo �r7' ��` i 58' 5� i 47. Co K 47, co f`" 4-7. 7-5, 4 � 58 �7 29.2 K �Z � ► 3. �'� I� , 3 �` I �, 2 �` 25.9 �` 33. S� 27.t`- �' 221 210.7 W.�� ,59-' oT- C,OL- C: oL— pIr4 Sheet ,Of: uaq I /''" It clT" '''� r—OR NAILER ATTACHMENT @4'—O" O.CI SCHEDULE O P5.0 STD O 1N12x14 (50 KSI) 0 PLATE 5/8" THICK 0 2-5/8 "DIA A507 (E.5.) O NOT USED O BASE PLATE 5/8" THICK O PLATE 1/4" THICK STIFF. 0 2-5/8" DIA. A.B. (N.I.G.) MEZZANINE BEAM AND COLUMN ` 40 O NIOX12 (50 KSI) O NIOX12 (50 KSI) O PLATE 1/2" THICK 0 4- 3/4" DIA A525 (E.S.) O PLATE 1/2" THICK O BASE PLATE 5/8" THICK O PLATE 1/4" THICK STIFF. O 4-5/8"(P A.B. HALF LOADED FRAME DETAIL L\� 1/4 FL. FL. DOUBLER 4 GX SCHEDULE O V412XIci (50 KSI) O N12XI6 (50 KSI) 1 O PLATE 5/5" THICK I /4 O 4- 5/4" DIA A525 (E.S.) Orfi I rM rm, PLATE 1/2" THICK N_ OBASE PLATE 5/5" THICK 8 0 PLATE 1/4" THICK STIFF. O 4-5/5"0 A.B. -MAIN FRAME DETAIL 2 0 PL. 5/16" FL. DOUBLE 4Y II II \ ` 5 1/4 RI61D FRAME RAFTER 3" MIN. 1/2" MIN. !l M ILIN 1 1/2" MIN. SCHEDULE O WSx l 0 (50 K51) O WSxlO (50 KSI) O PLATE 5/5" THICK 0 2-5/8"DIA A525 (E.S.) 0 2-5/8 "DIA A525 (E.S.) O PLATE 5/8" THICK O BASE PLATE 3/8" THICK O PLATE 1/4" THICK STIFF. O 4-5/8" DIA. A.B. LEAN-TO FRAME DETAIL 1_2 1,'ti lk ��1 1 ,1 1 �1 RIGID FRAME RAFTER 2 3" MIN. 1/4 1/2" MIN. FL 3116" FL. DOUBLE 5 4 1/4 0 SCHEDULE -- -- -- ----0 NIOX12 (50 <51) O NlOxl2 (50 KSI) 1 O. 1/4 PLATE 315" THICK O 2-55/-95"DIA A-925 (E.S.) Or rM rM 2-5/8"DIA A525 (E.S.) O PLATE 3/5" THICK O BASE PLATE 5/5" THICK O PLATE 1/4". THICK STIFF. O 4-5/5" DIA. A.B. LEAN-TO FRAME DETAIL STRUCTURAL CAi..,CULATIONS GEORGE GIDEON BUILDING SYSTEMS ADDENDUM BEAM DESIGN FOR GGBS #3531 BROOKS RANSOM ASSOCIATES. CONSULTING ENGINEERS 7415 N. PALM, SUITE. 00 FRESNO, CA. 93711 PHONE [5591449-8444 FAX [559] 449-8404 BRA # 03623 �o QROFESSIp,��� R. av { P REX-313-06 �+ �� OF '66 a p-�- - t w s�'-A r -j = vg' m l -y-. BROOKS -RANSOM ASSOCIATES g Sheet STRUCTURAL ENGINEERS CIVIL ENGINEERS 7415 NORTH PALM, SUITE,100 Dote: FRESNO, CALIFORNIA 93711 (559) 449-8444 FAX (559) 449-8404 ob no. Of ...u...-.".].�.:.1.i:::1....,,.....L......... .. �c:'uv.... •.�.::]:_.:SLL`::�. ..K:' . �.::t:�t.,.::S.L.i::ulvl:�:.util..a...._.f..!��Jii:lh :..�..u:l::.i'i.'� :1..:....11 _.. ..Y.-......���ua..�1a...:._.:1�c.!:L:.^..1a:. L. .....0 ... .. ..... ..� ..:15... v..`SS.•.Ca. a'Y,:�.:...y�.n..u1.9'.`_•'sLp'vU:N`.:1.:.....i. Brooks Ransom Associates Title: Job # . Structural Engineers Dsgnr: Date: 10:09AM, 18 FEB 04 7415 North Palm Ave., Suite 100 Description Fresno, California 93711 Scope (559) 449-8444 Fax (559)449-8404 Rev: 560100 User. KW -0602497, Ver 5.6.1, 25 -Oct -2002 Steel Beam Design - Page 1 (c)1983-2002 ENERCALC Engineering Software a\ec55t03623.ecw:Calculations Description Mezzanine Beam A ^; General Information Steel Section : W12X16 Center Span LeftCant. Right Cant Lu : Unbraced Length 18.00 ft 0.00 ft 0.00 ft 2.00 ft Calculations are dF.signed to AISC 9th Edition ASD and 1997 UBC Requirements FY SO.00ksi Pinned -Pinned Load Duration Factor 1.00 Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi . LL & ST Act Together Max. M - Distributed Loads Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left #1 #2 #3 #A #5 #6 #7 a DL 0.200 Right Cant Defl 0.000 in ...Query Defl @ k/ft ' LL 0.800 Reaction @ Rt 9.14 Fa caldd per Eq. E2-1, K'L/r < Cc k/ft' ST k/ft ^� Start Location - ft End Location ft y; Summary Beam OK \� Static Load Case Governs Stress Using: W12X16 section, Span = 18.00ft, Fy = 50.Oksi i End Fixity = Pinned -Pinned, Lu = 2.00ft, LDF = 1.000 Actual Allowable Moment 41.148 k- ft 47.248 k -ft Max. Deflection -0.803 in fb : Bending Stress 28.740 ksi 33.000 ksi Length/DL Defl 1,264.7: 1 y fb / Fb 0.871 : 1 Length/(DL+LL Defl) 268.9 :1 Shear 9.144 k 52.756 k fv : Shear Stres! 3.467 ksi 20.000 ksi fv / Fv 0.173 :1 Force & Stress .ti DL Only 8.75 1.94 1.94 -0.171 0.000 0.000 0.000 1.94 1.94 «- These columns are Dead + LL LL+ST Center 5 Center 41.15 9.14 9.14 -0.803 0.000 0.000 0.000 9.14 9.1" -0.803 0.000 0.000 0.000 9.14 9.14 Live Load placed as noted -» LL Maximum Max. M + 41.15 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 9.14 k Shear @. Right 9.14 k Center Defl. -0.803 in Left Cant Defl 0.000in Right Cant Defl 0.000 in ...Query Defl @ 0.000 ft Reaction @ Left 9.14 Reaction @ Rt 9.14 Fa caldd per Eq. E2-1, K'L/r < Cc I Rpam Passps Tahla RS 1 Ph nor Pr DL Only 8.75 1.94 1.94 -0.171 0.000 0.000 0.000 1.94 1.94 «- These columns are Dead + LL LL+ST Center 5 Center 41.15 9.14 9.14 -0.803 0.000 0.000 0.000 9.14 9.1" -0.803 0.000 0.000 0.000 9.14 9.14 Live Load placed as noted -» LL LL+ST Cants Cants k -ft k -ft k -ft k -ft k k 0.000 0.000 in 0.000 0.000 in 0.000 0.000 in 0.000 0.000 in k k Width 3.990in I -XX 103.00 in4 r-yy 0.774 in Web Thick 0.220 in I -YY 2.82 in4 Rt 0.960 in Flange Thickness 0.265 in S-xx 17.181 in3 Area 4.71 in2 S -YY 1.414 in3 I' I .a_...-_:���� �......s.,..,,., �,.i,_.......,.v.,.u.,..,...ti`:�iri:\i•'t _.,_..,..,:e_va..o.,,..iin,..�...•\,1:i,Vhv.,dl4,tV.,`.... - .._.,..,. ..�..���S .,.uvv.lii,._....u.tS:ilia,n.._.....w...f�:�,_.lif�1,..1.aJ..,,�e,..-...:1\..a,... ,. ........u�..m\....>,.0 Brooks Ransom Associates Title: Job # Structural Engineers Dsgnr: Date: 10:09AM, 18 FEB 04 7415 North Palm Ave., Suite 160 Description Fresno, California 93711 Scope i 60 :�n3 10 (559) 449-8444 Fax (559)449-8404 Rev: 560100 User. KW -0602497, ver 5.6.1, 25-0«-2002Steel Column Page 1 (c)1983-2002 ENERCALC Engineering Software c:1ec55\03623.ecw:Calculati6ns Description Mezzanine Column General information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section P3STD Fy 46.00 ksi X -X Sidesway#: Sway Allowed Duration Factor 1.330 Y -Y Sidesway : Sway Allowed Column Height 8.000 ft Elastic Modulus 29,000.00 ksi 0.9616 0.6934 AISC Formula H1 - 2 End Fixity Pin -Pin X -X Unbraced 8.000 ft Kxx 1.000 - Live & Short Term Loads Combined Y -Y Unbraced 8.000 fl Kyy 1.000 Loads Axial Load... Dead Load 1.94 k Ecc. for X -X Axis Moments 4.000 in Live Load 7.20 k Ecc. for Y -Y Axis Moments 0.000 in Short Term Load k Column Design OK Section: P3STD, Height = 8.00ft, Axial Loads: DL = 1.94, LL = .7.20, ST = 0.00k, Ecc. = 4.000in Unbraced Lengths: X -X = 8.00ft, Y -Y = 8.00ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 - 1 0.7308 0.9616 0.6934 AISC Formula H1 - 2 0.6667 0.8463 0.6363 AISC Formula H1 - 3 0.1974 XX Axis: Fa calc'd per Eq. E2-1, K*Ur < Cc YY Axis: Fa calc'd oer Ea. E2-1. K*Llr < Cc Stresses Allowable & Actual Stresses Dead Live DL + LL DL + Short Fa: Allowable 17.65 ksi 17.65 ksi 17.65 ksi 23.48 ksi fa : Actual 0.87 ksi 3.23 ksi 4.10 ksi 4.10 ksi Fb:xx : Allow [F3.1] 30.36 ksi 30.36 ksi 30.36 ksi 40.38 ksi fb : xx Actual 4.50 ksi 16.69 ksi 21.19 ksi 21.19 ksi Fb:yy : Allow [F3.1] 30.36 ksi 30.36 ksi 30.36 ksi 40.38 ksi fb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Analysis Values F'ex : DL+LL 21,944 psi Cm:x DL+LL 0.85 Cb:x DL+LL 1.75 Fey: DL+LL 21,944 psi Cm:y DL+LL 0.85 Cb:y DL+LL 1.75 F'ex : DL+LL+ST 29,185 psi Cm:x DL+LL' ST . 0.85 Cb:x DL+LL+ST 1.75 F'e'y: DL+LL+ST 29,185 psi Cm:y DL+LL+ST 0.85 Cb:y DL+LL+ST 1.75 Max X -X Axis Deflection -0.247 in at 4.640 ft Max Y -Y Axis Deflection 0.000 in at 0.000 ft Section Properties P3STD , Diameter 3.50 in Weight 7.57 #/ft I -XX 3.02 in4 Area 2.23 in2 I -YY 3.02 in4 ' S-xx 1.726 in3 Thickness 0.216 in S -YY 1.726 in3 Y-xx 1.164 in Sheet r-yy 1.164 in =a s-' - -^` ]„ ti r °'�"-' zz+' es �'`+xf.-•rn �_ T„ -.�.. i„+ -•'c. •T.A`yt"`r,,,"'�ti =�'��s...-_ S" - _,. a;•-��,, �r n . °� ... '' - Brooks Ransom Associates Title: Job # . Structural Engineers Dsgnr: Date: 10:09AM, 18 FEB 04 7415 North Palm Ave., Suite 100 Description Fresno, California 93711 Scope: (559) 449-8444 Fax (559)449-8404 Rev: 560100 User. KW -0602497, Ver 5.6.1, 25 -Oct -2002 Steel Column Page 2 (01983-2002 ENERCALC Engineering Software cAec55103623.eaxCalculati6ns Description Mezzanine Column Sketch & Diagram AxW OL = 1.90k AxW1 LL = 7.2k AxW ST = 9k eft Sheet a Ot "C�,c,10 r-4 57D poo -r rr4 C-1 ol IPv a•. Cu� N -S 0. 4- Z L d. 3 '13 !�A Sheet BROOKS -RANSOM ASSOCIATES Br. STRUCTURAL ENGINEERS CIVIL ENGINEERS 7415 NORTH PALM, SUITE 100 Dote: FRESNO, CALIFORNIA 93711 (559) 449-8444 FAX (559) 449-8404 ' ob no. 2: Brooks Ransom Associates Title: Job # Structural Engineers Dsgnr: Date: 8:56AM, 3 MAY 04 7415 North Palm Ave., Suite 100 Description Fresno, California 93711 Scope (559) 449-8444 Fax (559)449-8404 Rev: 560100 User. KW -0602497, Ver 5.6.1, 25.Oct-2002Combined Footing Design Page 1 (c)1983-2002 ENERCALC Engineering Softare Description General Information Length = 5.90ft, Width = 4.25ft, Thickness = 18.00in, Dist. Left = 2.13ft, Btwn. = 2.17ft, Dist. Right = 1.60ft Calculations are designed to ACI 318-95 and 1997 UBC Requirements Allow Soil Bearing 1,850.0 psf fc 2,500.0 psi Seismic Zone 4 Fy 60,000.0 psi Concrete Wt 145.0 pcf Min As Pct 0.0018 Short Term Increase 1.33 Distance to CL of Rebar 3.50 in Overburden 0.00 psf Live & Short Term Load Combined Dimensions Footing Size... Length = 5.90ft, Width = 4.25ft, Thickness = 18.00in, Dist. Left = 2.13ft, Btwn. = 2.17ft, Dist. Right = 1.60ft ACI Factored Eq. 9-1 963.4 psf Eq. 9-2 858.1 psf Eq. 9-3 235.5 psf Eq. 9-1 1,777.1 psf Eq. 9-2 1,582.8 psf Eq. 9-3 434.5 psf Column Support Pedestal Sizes 1,130.56 psf Distance Left 2.13 ft Allowable #1 : Square Dimension 0.00 in Dist. Betwn Cols 2.17 ft 15.56 psi 170.00 psi ...Height 0.00 in Distance Right 1.60 ft Mu Btwn Cols #2: Square Dimension 0.00 in Footing Length 5.90 ft Mu @ Col #2 Height 0.00 in Width 4.25 ft One Way Shears... Thickness 18.00 in Vn : Allow' 0.85 85.000 psi 85.000 psi Loads 85.000 psi Vu @ Col #1 3.827 psi 3.232 psi Vertical Loads... 0.293 psi A Left Column ED Right Column 0.000 psi Dead Load 0.000 psi 1.940 k 1.940 k 2.823 psi Live Load 0.523 psi 5.325 k 7.200 k Short Term Load k k 170.000 psi Footing Design OK ' Length = 5.90ft, Width = 4.25ft, Thickness = 18.00in, Dist. Left = 2.13ft, Btwn. = 2.17ft, Dist. Right = 1.60ft ACI Factored Eq. 9-1 963.4 psf Eq. 9-2 858.1 psf Eq. 9-3 235.5 psf Eq. 9-1 1,777.1 psf Eq. 9-2 1,582.8 psf Eq. 9-3 434.5 psf Maximum Soil Pressure 1,130.56 psf ( values for moment are given per unit width of footing ) Allowable 1,850.00 psf Steel Re ci'd @ Lef 0.313 in2/ft ' Max Shear Stres; Allowable 15.56 psi 170.00 psi Steel Req'd @ Cente 0.313 in2/ft Steel Req'd @ Righ 0.313 in2/ft 1.45 k-ft/ft Min. Overturninq Stabilit 999.000:1 Mu Btwn Cols Soil Pressures Soil Pressure @ Left Dead + Live Dead+Live+Short Term Soil Pressure @ Right End Dead- Live Dead+Live+Short Term Stability Ratio Actual Allowable 612.9 1,850.0 psf 612.9 2,460.5 psf 1,130.6 1,850.0 psf 1,130.6 2,460.5 psf 999.0 :1 ACI Factored Eq. 9-1 963.4 psf Eq. 9-2 858.1 psf Eq. 9-3 235.5 psf Eq. 9-1 1,777.1 psf Eq. 9-2 1,582.8 psf Eq. 9-3 434.5 psf Eccentricity 0.292 ft 0.292 ft 0.292 ft 0.292 ft Moment & Shear Summary ( values for moment are given per unit width of footing ) Moments... ACI 9-1 ACI 9-2 ACI 9-3 Mu @ Col #1 1.72 k-ft/ft 1.45 k-ft/ft 0.14 k-ft/ft Mu Btwn Cols 1.85 k-fUft 1.61 k-ft/ft 0.30 k-ft/ft Mu @ Col #2 1.85 k-ft/ft 1.61 k-fUft 0.30 k-fUft One Way Shears... Vn : Allow' 0.85 85.000 psi 85.000 psi 85.000 psi Vu @ Col #1 3.827 psi 3.232 psi 0.293 psi Vu Btwn Cols 0.000 psi 0.000 psi 0.000 psi Vu @ Col #2 3.254 psi 2.823 psi 0.523 psi Two Way Shears... Vn : Allow' 0.85 170.000 psi 170.000 psi 170.000 psi Vu @ Col #1 12.339 psi 10.679 psi 2.114 psi Vu @ Col #2 15.563 psi 13.295 psi 1.744 psi 101 Brooks Ransom Associates Title: Job # Structural Engineers Dsgnr: Date: 8:56AM, 3 MAY 04 7415 North Palm Ave., Suite 100 Description Fresno, California 93711 Scope (559) 449-8444 Fax (559)449-8404 Rev: 560100 User. KW -0602497, Ver 5.6.1, 25 -Oct -2002 Combined Footing Design Page 2 f01963-2002 ENERCALC Enaineerina Software Description Reinforcing ( values given per unit width of footing ) @ Left Edge of Col #1 Between Columns @ Right Edge of Col #2 Ru/Phi As Req'd Ru/Phi As Req'd Ru/Phi As Req'd ACI 9-1 9.07 psi 0.313 in2/ft 9.79 psi 0.313 in2/ft 9.79 psi 0.313 in2/ft ACI 9-2 7.68 psi 0.313 in2/ft 8.50 psi 0.313 in2/ft 8.50psi 0.313 in2/ft ACI 9-3 0.76 psi 0.313 in2/ft 1.57 psi 0.313 in2/ft -1.57psi 0.313in2/ft ACI Factors (per ACI, applied internally to entered loads) ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 "1.4" Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST' : 1.100 n •i' Brooks Ransom Associates Title: Job # ;? Structural Engineers Dsgnr: Date: 8:56AM, 3 MAY 04 7415 North Palm Ave., Suite 100 Description ;g Fresno, California 93711 Scope �( t, (559) 449-8444 Fax (559)449-8404 [:ev' 560100-0602497, Ver 5.6.1, 25 -Oct -2002 Pa e 3 983-2002ENERCALC Engineering Software Combined Footing Design g Description 0 ill Sketch & Diagram i .11 D.22 0.43 .3 17 t� 5 S i} .04 ,1 .02 tl Vert La: DL=1.9, LL=5.3,`&Tk0[DIDL=1.9, LL=7.2, ST=O.Ok 0 milli, 18In Shear Load (k) Location Along Member (fl) .82 17 2.13ft 2.17fl 1.8fl 5.9ft }a HE HISH liffiHimmill ....... 11 1 Be Moment (k -ft) Location Along Member (ft) ������emmiuimmrmumumumnmmmi ii�IIIIIIIIIIIIIIIIIIII�IIIIIIIIIIII��IW������ IIIIIIIIIIIIIIIIIIII I IIIIIIIlIWI������� fii�ll IIIIIIIIIIIIIIII�������5 17 n AlongMeMber hear Load (k) Location Along Member (fl) I .58 .22 .43 .85 .87 .09 .30 .5 .17 .29 17 .28 i; rt .23 .20 p .18 ll� 4) i 5 (i B Moment (k -fl) Location Along Member (fl) Ben Moment (k -fl) Location Along Member (ft) P. V n`�tsa`^..1�;a_`SSh.RR`SL?i`.t1:�11',': ^.1^.....::`.C.�1::�1;:A:�.:,:';5}L:ti:.1t`CS":ll: y;.:�,Y•;,,t:1}::\:1;1�• R:!'^t^l`?; �`5`!1C:t,'•`5hsc��wQh ^,q� , 4,:•.•,. Yr•.. . :.z�.. _ c3'��. `b l _ t moi. R`:4tt`.. ,.151.RYi.R;18, R1t`1} +', ;t ..r rtL':`�S:%:,:.3;: ;•^„S,^•.�:a',:di;�,:r3.;;.C`l•�R:,fi{dC:7;l`.Y:S.:?::a'.;r',:P.'.'^wiT."�S,S�^'$:�`",°;;:4.gf:,R:4w.^SS`1tit 1 CI Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and- retumed,to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. , Owner: F /,t);vr7Na-c J/\ Phone: Mailing Address P0. (fix �5^ ��asl 6/� CkJ3,�— Site Address: Assessor's Parcel Number: D7� - /S - D.ZS— Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form GENERAL LNFORNNIATION: 1. Is there a primary dwelling on the property? Yes E2 No ❑ 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No 2L 3. Will items produced in this building be offered for sale? Yes ❑ , No M 4. Will the public have access to this building?. - Yes ❑ No e 5. Will any advertising, on or off site, be associated with the use of this building? .Yes ❑ No � SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No S 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No S. Do you plan to add a driveway or modify existing access to a county maintained road?, Yes ❑ No 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? - . Yes 29 No ❑ 11. Will this building be heated or cooled? Yes 9 No IN 12. Will this building have a water closet/toilet? Yes ENo 13. Will this building have a sink? Yes [y No 14. Will this building have a water heater? Yes ❑ No 15. What type of floor covering «ill the building have? &1'el WP ot- 16. What type of «-all covering will the building have? OVER 1 of 2 1, PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 44 2. 0 Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely oven. 4. [Z Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen Music Room ❑ Family Room❑ Sun Room E3 Private Office , IOWorkshop ❑ Home Occupancy Z ❑ Other— Use = t. Deacnbe type or Woe --hop 1110Z(5,1& cJAr�� _' %i`h �F✓` W , �h ace., S' :. blast be approved by the Buse Conray Flaming Division Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. ��• p`f/`/Ila.ru1 f% n aT A1,WN Additional Information: Zot/ E Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and con-ect. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offend for sale. 0%vner's Name: Please Print Syelle ZV h TrPcc }� Owner's Signature:/�// y��; !� Date: 4? -/y- o, 2of2 PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your . response to each item and the location where the information can be found on the plans/q(cs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS; OWNERS NAME DATE: -levy ASSESSORS PARCEL NUMBER PERMIT NUMBER 07.2 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: ` LOCATION ON PLANS/CALLS: )ALe,-04 PLAN CHECK ITEM # COMMENTS: PLAN CHECK ITEM # ECK ITEM # y. TS: , -5-1, la,,' Z, // ON ON ON CHECK ITEM # RESPONSE BY: LOCATION ON TENTS: <' RESPONSE FOR PLA PLAN CHECK ITEM N E BY. wN VN PLANS/CALCS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CAICS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON ! PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: National Pollutant Discharge.. Elimination System (NPDES) Phase II Construction Storm Water i Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction `project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the. State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: /.t e I- 12- Z-'.2 NPDES & SWPPP Non -Compliance Certification Butte County Storm Water Management Program Revised 7/02/03 { 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 ASSESSORPARCELNUMBER 0. ) 7� . ZONINGLL BUILDING PERMIT OWNER ^ n ^ .-. ^ ^ ^ \ _ 1 _ _ — tel^ MO., SO. FT. OCC. BUILDING VALUATION CONTRACTORS MAILING ADDRESS coNSTRUCnON LENDER LENDERS MAILING ADDRESS ARCHITECT OR ENGINEER ARCKTECT OR ENGINEERS MAILING ADDRESS I�J IDT NO, I SUBDIVISIONS NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehom// vve� Other SPECIFY TYPE OF WORK New 13 Addition ❑ Remodel 13UdHes Installation ❑ Other ❑ Describe Work: YIV -- .PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED $ ld DATE RECEIVED � RECEIPT ## Fireplace PERMIT FEE $ Total Valuation Is IfilingFee 20.00 Main Service Filing Fee $ 20.010 Permit Fee $ NEW CONST. / Plan Checking Fee $ OR ADONIS. \ Energy Plan Checking Fee $ NEW CO unu.eocm a MLnn- 5T. , $ PERMIT FEE $ PLUMBING PERMIT Fling Feel 20.00 Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S J G I W I I I @20.00 Ex. Occup. ovn.Er OR FWn)RES EmL - -so Ex. Occup. us sIiDEL 5.00 Temporary Service 23.00 Moble Home Facilities 20.00 PERMIT FEE $ -1 MECHANICAL PERMIT I Filing Fee 20.00 6.50 ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ =c CONST. TYPE TOTAL FEE $ 0 1 _- HAL I D. FEES IMP FLOOD CDF I PARCEL I PDQ 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 PERMIT FEE $ ELECTRICAL PERMIT IfilingFee 20.00 Main Service zoaL oa ft S 23.00 Main Service tow To T000A 46.00 NEW CONST. / DWELLING OCCUP. 3.50F'r.. OR ADONIS. \ : ACC. BLDS. NEW CO unu.eocm a MLnn- 5T. , 97.50 Ex. Occup. ovn.Er OR FWn)RES EmL - -so Ex. Occup. us sIiDEL 5.00 Temporary Service 23.00 Moble Home Facilities 20.00 PERMIT FEE $ -1 MECHANICAL PERMIT I Filing Fee 20.00 6.50 ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ =c CONST. TYPE TOTAL FEE $ 0 1 _- HAL I D. FEES IMP FLOOD CDF I PARCEL I PDQ 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 72-1.5-25 AF 243 Miss Olive Rd, ORoville Permit#3421- E(util, MH) L'Zo G ! \ SUPPORT STRUCTURE REQ. COMPACTION TEST REQ. I"� Permit#11711=9 Issuue 72-15-25 239-91B GRAF, Modelle 243 Mission Olive, Oroville % (porch/mh) 72-15-25 92-1510B PICARD, Paul 234 Mission Olive, Oroville �14a contr: Design Craft �9� open deck/mh & /Ito 072-150-025 PERMIT#95-1646 PICARD, Paul 243 Mission Olive Rd., Provi le Cont: Sierra Mobile Ex MH On Perm Fnd ' I7 p 72-15-25 Permit #14-90 AS Exemption Permit_ (feed & tractor storage) OWNER: LOCATION:(91-(73 ..... ........ ..... ... �PR.E-INSPECTION CONTRACTOR: OV -141 PRE-INSPETION FOR. DATE TO INSPECTOR . PERWr HISTORY:( )NONE )� AS BUILDING INSPECTOR'S REPORT Building Description: Commercial/Usage: Residential/# of Units: Currently Occupied AbandonedlVacant Electric: YesNo Electric currently On 0 Off Gas: Condition of Electric DATE: I b " �� A.P. 4 -"?0 -)SaS - ZONING: Natural Propane None Currently On Off Obvious Problems: Sanitation: Plumbing Working_,-,� Well Working Potable Water ObviousSewageProblems $-- Comments: ACTION RECOMMENDED: ISSUE: HOLD FOR - -3 Inspector. A�Q Date ( 7 Sketch buildings on reverse and indicate location on property. O. .- ] OWNER BUDDER INFORMATION I Dear Property Owner. An application for a binding 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 "owner4xiilder" you are the responsible party of record on such a permit Building parnuiis are not required to 6e 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 worm with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ Ifyou employ or otherwise engage any persons other than yon 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, wod=s 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 worimes compensation insurance. ♦ For more specific inomuation about your obligations under Federal Law, contract the bAmnal Revenue Service (and, ifyou 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 prnciice.of unlicensed persons professing to be contractors is to secure an "owner builder" binding 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 conftvtors 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 retmmed. IN1 C. Vi fi-4 C.B.O. er, Building Inspection NOTE: Ykis Owtrer-Builder Lnformadon is required by Seddon 19830 of the Cahfornk Health and Safely Code 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 verification is received. Cl )I personally plan to provide the major labor and materials for construction n of the proposed (----property improvement: YESA- NO 0 `` I HAVE $- HAVE NOT 0 signed an application for a building permit for the proposed work.. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CM: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: I NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNL'R?�� 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 f COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION w 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �� ASSESSOR PARCEL NUMBER 01 (:->6 Proposed Building Use: Y.(GC' Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order t apply. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Site plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Fire Sprinklers............................................................................................ ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 17. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 18. Sanitation and site plan approval from the Environmental Health Department in ❑ 19. City of Chico Plumbing permit........................................................................ ❑ 20. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 21. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 23. NPDES Form............................................................................................. ❑ Encroachment Perm" fbr driv way from the Public Works Dept ................................. V2 5. Pre -Inspection for Q required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 29. Letter of Signature authorization.................................................................... ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 31. Manufactured home utility clearance............................................................... ❑ 32. Existing violations and/or expired permits................................................""..... ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check.to H.C.D. $ ❑ 34. Other: C95Zc When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: /l Date: 1. Index pe it application for thebove ite s numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division ra m 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 PERMITS ASSESSOR PARCEL NUMBER " 072-15-0-025 ZONING BUILDING PERMIT OWNER TELEPHONE ! i' Q OWNERS MAILING ADDRESS 35GIENN CA 95943 SO. FT. OCC. BUILDING VALUATION CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP 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 gaS water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �E.I f ;A'T E Fi .FC: IC PANY1.1NEW POT E 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 '.qv OR "s ss 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 is in full force and effect.POWER 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: pK 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 200L TO lOooA 46.00 NEW CONST. DWEWNG OCCUP. OR ADDNS. ( a ACC. BLDS. SO 3.5¢FT, NONN.EW aESID MULTI.ORANCH C UTLETRQUITS @7,50 APPARATUS a SINGLE OUTLET CIR. EX. OCCU OUTLET OR FDfTUREs .00 BAL 9 I.50 Ex. Occup. DFlxurs A o ORS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 RRE_ INSPEMON ?3-00 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.) (jQ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date %�'-%6� `d _ Signa ure of A is - ❑ w r ❑ Contract ❑ Agent AnOSHA permit is required for excavations over eep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 2q no HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD SUE This permit is reby issued under the applicable of Butt unty Code and/or Resolutions Indic d ov f whi fees have been By Date PERMIT EXPIRES ON 49174M+, I De provisions to do work 7�4/ %� e Receipt No. WHITE-D.D.S.-B. A Y• S R /PINK -INSPECTOR GOLDEN OD -APPLICANT At0 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 -i --►' ter. -ter � � ASSESSOR PARCEL NUMBEI�W' ZONING BUILDING PERMIT OWNER w PLM'K7 t.TTt�7t'�i'A 'iiT 934-5828 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS Y Pn X 3S. Mm CA Q9QA1; CONTRACTOR'S NAME ° TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Z MT CT M1T MT� n np 7 F Energy Plan Checking Fee $ PERMIT FEE $ IAT NO. SUBDNISIOWS NAME PARCEL MAP 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: RF,Lf1C'•ATE t:,f.l{MTC PANFT,LNFta P[it.F Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service ".,v, OR LEss 2oOR LESS 23.00 n LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46,00NEW CONST. DWELLING OCC P. s0 OR ADONS. ( & ACC. BLDS. 3.5¢FT_ NEW = . MUL.1 OUTL17 @7,50 POWER APPARATUS a SINGLE ounEr CIR. Ex. Occup. OUTLET OR FURES 20 Q 1'00 DRBAL Q .50 Ex. Occup. ouxT Ts RESIp.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 E— NSPF ON 3 , PERMIT FEE $ $q.( 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 of one hundred dollars ($100) or less.) 1l!Qr I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ���rr X '�,5 - ! ..- i Date /10 ��i ` t� _ Signa ure of Applicant - ❑ `Owner ❑ Contract r ❑ Agent An OSHA permit is required for excavations over deep and demolition or construction of structures over 3 stories in height. � Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 89.()o HAZ. I D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE a..r ....-...--- -. _ This permit'is hereby issued under the applicable provisions of the Butte/County Code and/or Resolutions to do work indic tied a ov fitwhi A fees have been K4�� By 1 Date PERMIT EXPIRES ON . J Dale r Receipt No. 1 WHITE-D.D.S.-B.D. AA'AAY-ASSESSOR PINK -INSPECTOR GOLDENFFOD-APPLICANT ,072-150-025 03-3203 WINTERATH,STEPHEN i 243 MISSION OLIVE_ RD, OROVILLE Cont: OWNER , • i , RELOCATE ELEC PANEL L OFFICE COPY Address —GAS AS Meter By Date ELECTRIQ Meter. By X1379 This set of plane and speoiflcaWT bo kept on the jab at all ttmoa &=nd it its make any ornss or altaz�#Rione an eases written permission from the Department of Pu Works, County of Butte. 4v r Ov P.4lzctL Z FM V-9-7 7a ay3 �,ss,o� D \ I Su FILE COPS T/TE CO NTY tlS DEP R M, ENT 9�5-'l .