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Home My WebLink About056-270-014c 56-27-14 J.R. HODGIN "it r, _ �� Po- I's"ts N/S Paradise -Stirling City Hw4 (Skyway) 800' W Lovelock R Paradise Contr: o n Const P k9.8-84B,P,E,M(new Single family) 5 56-27-14 LYN ' I10DGIN 85 Ra n yln Rd, Lovelock Permit#4048!�U,E(util, MH ELEC Z�S ,,- Ido Kµ. GAS GPFi 4a% ¢ — %. 4r SUPPORT STR REQ p I- -5 apg COMPACTION TEST RE _ 56-27- Permit#/EOE 9- 87NLIT_- Issued Ar 0567270-014 PERMIT#98-0665 '•DEVENCENZI, George 85, Randlyn Rd. , ,Lovelock Cont: D & D Mobile jj MHI Ex Site 0567-270-014 ~.PERMIT#98-1130 DEVENCENZI; George 85 Randolyn Rd., Lovelock Cont: D° &-D .Homes Gas Line/MH 41/Vl/ 056-270-014 �I 04-1313 DEVENCENZI,TONY 85 RANDLYN RD, MAGALIA Cont: BCM CONSTRUCTIO METAL BUILDING 1w,,; 7 130g ) 9 scall %� 6- �- Fjna i 9 -in -6 �iC01 C��I 1i N M^ MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES . BUILDING DIVISION --7 COUNTY CENTER DRIVE OROVILLE, CA 95965 ---PHONE (916) 538-7541 APN: , PERMI NO.; Owner's: Name: Owner's: f��r Address: Mobilehome rYea,,ofManufacturer f � facture: / /) Serial number// AJ4� 2 Insignia or flA-9 � / or VAR C;_& HUD number: Official a pro inngi seat n: Date: 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. 513B White -Owner, Yellow -Installer, Pink -Bldg., Gold -,Assessor M:.. DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DMS:ON OF CODES AND STANDARDS P.O. BOX 1407 SACRAMENTO, CA 95812-1407 (916)'255-2501 & N 1 I K)WN SYSTEM CERT FtCATION (To be completed by the mobiiehome installation permittee or their representative) l itis 14PgJ VAA/ 5rAV15K Af Mobile iArgTALLAXl'Q" (PdW N. Md T)" hereby certify under penalty of perjury and in accordance with the provisions of the California Code of Regutaions, Title 25, Division 1, Chapter 2, Section 1326 that the tiedown system installed at / (Addre*O Prot riot (CM MP Cod" was not modifiied prior to or during the installation, and was installed- in accordance with the bedown manufacturer's mon kwoructions or in accordance with plans and speufications d an engineered O le- (Dow) WN W fnsaies� Pursuant to the CCA, T25, Section 1326(d) upon completion of the kstamtion of the home, the hand irm acturer's Woollation kum cdon, the approved plot plan, a copy of the pians and specifications for an engineered tie down system d used, and a copy of arty maintenance requiremerxs for the tiedown system shah be placed within the home for retention by the homeowner. -- Department use Permit # District Representative HC04"O r (Rev. G/M M: RESIDENTIAL 056-270-014 _PERMIT#98-0665 DEVENCENZI, George 85 Randlyn Rd., Lovelock Cont: D & D Mobile PERMIT NO. , MHI Ex—Site _ S 99 1 T7 - J PERMIT EXPIRES ' OWNER CONTR. ASSESSOR PARCEL LOCATION OFFICE COPY Address Temp. Po! GAS Callec Meter I34 Date ELECTRIC Temp. Ele` Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) /O Signature V=OK O = Not OK .: =NottRepadyble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s � r 1. Zoning.Requirements-Setbacks-Easements 1. Zoning Requirements - Setbacks - Easements. .2. Footings; Soils-SizeDepthSpacing-ConnectDmSteel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / ttlt / /Nat. or/ /"L tt./ /LPG 7. Well Clearance8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 nate MOBILE -ROME INSTALLATION(Plans) OK except #'s . Lf'z_o9kfg`Requirements- Setbacks Easements s• iae-,Spacing-Marriage Line H Test-DemarKWA e -Connector I city; MH Test -Crossovers -Breakers -Clearances Dr ' }yTest-Fall-Flex Connector !� W a ewer Connected -C/O to Grade -HD Approval G nd E!Etricity Tagged 40.�ie D s,Tvpe-Installation Cert. &."Cert of Occupancy n nly: License Decal Datei7 Card B- Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans OK except #'a � r 1. Zoning.Requirements-Setbacks-Easements .2. Footings; Soils-SizeDepthSpacing-ConnectDmSteel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Naifing-VeneerSbicco-Mesh 10. Roof; Shthg-Roofing 11. - EM.; Steps -Doors -Landings 12. Braced•Wall.Panels Date Card 0-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacka-Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI S. Elec.; Pod Lighting; 15 Volts -CFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/V Circulating Equip. -Pod Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = Not OK - = Not Applicable * = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd.-/ P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ P Ftg. Depth 5. Stemwalls, Main; Steel-BlockoutsANrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Date 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 47. 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Fireplace Ties or Type A Flue -Fireplace Throat clearance 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 11. Water Pipe; Test -Anchors -Regulator -Service Test 50. 12. Electric Underground 51. 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date 56. Cab B-1 Date Card B-1 Date 57. Card B-1 Date Card B-1 Date 58. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle Shear Walls; Nailing -Bolts 18. Water Pipe; Test & Anchor -Nail Protection Brace Interior / Exterior Wall Panels 19. D.W.V.; Test Fittings & Anchor -Nail Protection Insulation -Walls -Ceilings 20. Shower Pan; Test, First Floor -Tub Access Infiltration-WallsWindows 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Card B-1 Date Card B-1 Date Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Smoke Detector 23. Fixture & Transformer Clearance -Ins. Protection Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors Bedroom Exiting 25. Size Boxes & No. of Conductors Stapled G.F.I. & Bath Fixtures & Tub Access -Spa 26. Romex Installed Close to Edge of Studs & C.J. Elec. Trim & Subpanel, Breaker Sizes & Labels 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water Stairs & Rails 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI Fireplace or Stove, Clearance -Hearth 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Elec. Outlets at Wood Panel, Int. & Ext. 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral p Yes Q No Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 31. Service -Riser Conductors & Ground -Main Disconect Elec. Outlets & Recepticales at Kit. Counter 32. Equip. Clearances Panels-Motors-Mech. Epuip. Garage Fire Door; Swing -Landing -Closure 33. Clothes Closet Light -Shower Light -Spa Light A.C. Duct in Garage -Damper 34. Smoke Detector 77. Plb., Elec. & Mach. Equip. Listed for Location Date 78. Card B-1 Date Card B-1 Date 79. Card B-1 Date Card B-1 Date 80. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade Stucco Brown -Finish 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet A.C. Unit Disconnect, Electrical -Plumbing 39. Attic Access & Platform if Furnace in Attic Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground Date 88. Card B-1 Date Card B-1 Date 89. Card B-1 Date Card B-1 Date 90. FRAMING (Plans) OK except #s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. ?ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rf r. Ties-Purlin-roff Brac.-Truss-Shting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill HgL & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration-WallsWindows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr:; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mach. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes 82. Following Instld./Drive p Yes 0 NoAlValks 0 Yes 0 No/Planters p Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V/ COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 P R IT NO. (Rev. 12/96) APPLICATION AND PERMIT tz 0 G (' ASSESSOR PARCEL NUMBER 056-270-014 ZONING TM20 BUILDINGPERMIT OWNER DEVENCENZI , GEORGE TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 85 RANDLYN ROAD, LOVELOCK (PARADISE) CONTRACTOR'S NAME D & D HOMES TELEPHONE 532-3303 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 2 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 85 RANDLYN Energy Plan Checking Fee $ -ROAD, LOVELOCK (PARADISE) $ PERMIT FEE $ 43.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each qas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MH ON EXISTING SITE Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 60. PERMIT FEE SQr) nn ELECTRICAL PERMIT Filing Fee 20.00 OOOVMain Service 20 A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class C (� Lic. No. 3 �� 15 -7 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO /000A 46.00 NEW CONST. DWELLING OCCUR SO OR ADDNS. ( 8 ACC. B.S. 3.50FT. NON-RESNDT MAULCTI-OUTLET 97.50 APPARATUS 8 SINGLE OUTLET CIR. 200 1.00 OUTLET OR FIXTURES Ex. Occup.SAL p .s0 Ex. Occup.ouTLEEGTSA RELNSIOOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 20.00 Misc. Wiring 23.00 PERMIT FEE $ 63.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ,QYI"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 ,144-, MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number/ O (The above sections need not a completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo=com ith ash provisions. ____ Date _� L 9 Signa re of Ap 1'icant ❑Owner ❑ Contractor ❑ Agen An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. 411,la Mobile Home Installation Fee $ 100.00 Energy Inspection Fee Is occ CONST. TYPE T TAL FEE $ 28L.00 HAZ. __._ FE IMP _ FLOOD CDF PARCEL PD HD ISSUE �, This permit is hereby issued under the applicable provisions ofthe Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By s f Date C� PERMIT EXPIRES ON Date Receipt No. ^- .. 0 L . � 1 WHITE-D.D.S.- .-CANARY-ASSESSOR PINK-INSPEC O GOLDENROD -APPLICANT I,< V `/ in i �.., � ^'a.t :. �'v:n•�^.t�'tir`v "��. 'r.y-v, -e^..:4..r,-,.,n;i.. R+ n ,� t+.t'a �.... , �. ,., y t COUNTY` FfflyTE DEPARTMENT OF DRVEAWME ERVICES -BUILDING DIVISION Q6 7 CENTER DRIVE - OROVILLE, CALIFORNIA 955 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: r 1= ASSESSOR PARCEL SER: D �� ~ ` -7 Proposed il`ding Use: , e, Building Inspector: Date: I&Q 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 ------------------------------- E12. Plot plans,3/4 sets, signed by the preparer of plans. ------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Eriergy Design Compliance and supporting documentation. ---------------------------------------------------- ❑7-Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- r ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- eesof $ ------------------------------------------------------------------------------------- pact fees as shown on the attached schedule.----------------------------------------------------------------- 2. California Department of Forestry plan approval/fees. --------------------------------------------------------- �%'� ❑ 13 . Flood elevation certificate. ----------------=----------------------------------------------------------------------- t Sanitation and plot plan approval L } t Cl0 Health Department. ------------------------------------------- -57/ 19 8 -- Ell 5. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: --------------- ---------- 0 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 1.9. Encroachment Permit for driveway construction approval prior to occupancy) - ---------------------------- �• .. 020. Pre -inspection for required Request to Building Inspector on (Date) 112 1. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------------- E322. Workers' Compensation carrier and policy number. ---------------------------------------- ------==----------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 11) - ----------------- --------------------- ❑ 24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- -`" ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 1130. -------------- ❑30. Other: ------- LW p you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. Telephone 3�- ' 33 y 3 and hold for at DOW ❑ inspector. . pickup office. _ eliver with ve, �� Applicant: �"�� Date: / Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ th Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the abovr q data by ❑ phone, ❑ mail, ❑ Buildin I�' n co nter, by D te: Adte. 2255 Plans reviewed by: c� Plans approved by: Date: •2 Sets of plans-bA l '' dn!Cabine�t, k folder. Note transfer by: Date: Yellow Copy - Department of Deve'jKpment Ser�i0 ;Building Division. E.H. USE ONLY S Plot Plan Attache ii _ r;�- Floor Plan Attached Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �.o4>,PM �0,2 4 K"d Owner O Lod tion Plan Approved for: Sewage Disposal _,X Water Supply: Public Clearance for dwelling. Other r os� -_I 0 -r� IL.� AP# Private Well Y Hold final for: Final clearance O.K. for: NOTE: ::: � z LIC Gt //1,4t ." �_ Environmental Health Specialist 8/96 ? else & Date RECORDING REQUESTED BY: Fidelity National Title Company When Recorded Mail Document and Tax Statement To: George A. Devencenzi 29795 Tolay Creek Road Sonoma, CA 95476 Escrow NO. 354468 -WC Title Order No. 354468 APN:056-270-014 JPN • 96-0321221 Rec Fee I DOC Recorded I Check Official Records I County of I Butte I Candace J. Grubbs I Recorder I 8:00am 29 -Aug -96 I FNTC GRANT DEED SPACE ABOVE THIS UNE FOH HtwHUtH s uar U -I The undersigned grantor(s) declare(s) Documentary transfer tax is $ 35.60 City tax $ [ xx] computed on full value of property conveyed, or [ ] computed on full value less value of liens or encumbrances remaining at time of sale, [ xx) Unincorporated Area City of 9. 00 39.60 48.60 FM 2 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Elizabeth E. Maxon, Public Guardian for the County of Butte and conservator of the person and estate of Frances R. Hodgin aka Lynn Hodgin, who acquired title as Rosalyn Hodgin, conservatee, pursuant to proceedings had in Butte County Court Case No. 32289, wherein'-; hereby GRANT(S) to George A. Devencenzi, an unmarried man the following described real property in tbMQf the unincorporated area. of Magalia County of Butte State of California: See legal description attached hereto and made a part hereof -',Letters of Conservatorship were filed December 5, 1995. DATED: August 27, 1996 STATE OF CALIFORNIA COUNTY OF Butte ON August r 1996 before me, Linda F Wilson personally appeared Elizabeth F Ma�con�ConsPrva nr p�rA000yy1XV0 (r 1%61F01 fbr proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand a fficial seal. of Legal Elizab'e'th E. Maxon, Conservator moi' . .. 1 -. •r-,-.; r �v'wry<r "�j'"^("•'%i" � t..,,; g�,s4'.• ✓ - ••�; +-.- a�+•- �v -, ._ �� •+�-...i f, y. .,�., -BUTTE COUNTY SCHOOLS IMPACT`FEE CERTIFICATION FORM # (One form per Building) School District 2,4142,4 J0 l S.Y...- Building Department No. _ Jurisdiction: City ©� County A.P. Number O Property Owner ., - Property Location/Address C /?/G c /V Z �,�Subdivision Lot No. ,j ! °�i' Residential Development No of Living F Mobile Home Addition *} ? .,. Units, Installation Commercial/Industrial `5 7 New Addition Building Department Representative t �! (Flog Plans reviewed by School District Personnel) Sq. Footage Q 0 (Group R) REPL*'a1,r,- `7e0 Sq. Footage vn/ (Including Exterior / RoofedArias) Date r 67 District Identification No. ._� Schhoo A! ol District certifies that (Applicant) .73 (Street ddress) w (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. /l I representing �lQ V square feet d J"401 School District Representative Paid by Check # Remarks: by payment of $ w B 2926 $ ULL MITIGATION $ GDate I Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(6), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action•. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQAI, this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district)`, " 7. feeform.xls (2/97)dmm I s� ti pkM cmd s difiicotiom MU51 Ong an *e job of aN times and it is unlawful maka any changes or alterations on same withow remission from the Depart=T4 ad TZA10 )OAF ALL STRUCTURES AND EMJI , 'r- [MQLUDWU OVERHANGS SHALL BE CLEAR OF ALL t� A SETBACK OF9 FT. FROM THE SIDE AND lbo FT. FROM THE 'REAR PROPERTY LINES AND FT. FRO; 1 THE ROAD CEN i ERUNE HALL BE CLEAR OF STRUCTURES AND EQUIPMENT EXCEPT FOR A 2 FT. EAVE OVERHANG. Qp MOT 'i "r AnVED M.H.L- 2 Mobilehome Manufacturer: Manufacture Year:ii If other than single wide, furnish Setup Model Number: ti'i'1'�A F4 12 " r Width: Q0' (ft.) Length: j? (ft.) Tagalong or Expando Size �(ft.).x (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. - FOOTINGS: Wood pressuretre ted or foundation grade[,4' Other: SUPPORTS: Concrete block[] Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 Line 1 Line 2Line 2 ................................................................................................ Main Beams Line2 ................................................................................................ R'Line 2 Line 1 Line 3 Line 2 ................................................................................................ Main Beams Line 2 ........................................................................................ Line 1 . ine.5 or Triple• e4 ine 1 Line 1 Piers: Line 1 Openings Size minimum: r 241 x r Zy 1. Size minimum: [ SLI] x Spacing maximum: o Each side of openings From ends -maximum: -2-. ` o with width over: ` Line 2'Piers: Size minimum: [ �a x [ 2 Ff Spacing maximum:. From ends-maximum:1 6 Line 3 Roof Loads: 2 ' Size minimum Location (from front):ko� 01 TM Me 5 Roof Loads: Slze minimum: t Location (from front): Line 4 Piers: ]. Size minimum: [ ] x [ Spacing maximum: 1 4` From ends -maximum: ` O ) (2) 3 .2Yu3o ;_I/X3o aYv3o 31ox30 ay-'O', 1 3,/, ef .111 1 1 1:77d Oil` OVER • • M.H.I.-Z 1. Owner's Name: :O✓E/VdEw 2 2. Assessor's Parcel Number: 3. Installer's Name: 4. Is the site currently under permit? Yes[ No[ ] PermitNo. 5. Is the site an existing site? Yes [x No[ ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? Amperes. 7. What is the mobilehome site circuit breaker rating? 10b Amperes. 8. What is the electrical rating of the mobilehome site? / b 6 Amperes. 9. Is the main service remote from the mobilehome site? Yes[ No[ ] If it is, what is. the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[ ] If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane[X ] None[ ] 12. Size of as pipe at the mobilehome site from the meter or tank: 3 inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?aQ (ft.). S _; 14. What is the mobilehome gas demand? B..T.U.* *(This information is not required if the pipe length is less than 6 _feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMrr APPLICATION May 1995 8.5 b- 21�p� C"�': SUPPLEMENT TO THE INSTALLATION MANUAL MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 10 WIDE - SINGLE, DOUBLE, OR TRIPLE SECTIONS ° �W 10 ° ' ° 0, 0 0, r ° °' _.... 80 PSF HOOF LIVE LOAD MAX. '� r.� 61 y Sticlltnv ; �:'W�'.I ; ;�;• These lable�; determino the tooting pad spacing and tooting ppp" conliouratton along the main beams and perimeter of the -p ° R:�!%� --t-=+ -G- • • I - . Rofarto pago 15 of the Installatkiv Manual for looting pad configuration dolads. SECnON IN:1btlF / P a, ; ; ;-' Roviow the' ables. that indicate the footing type you arc going 9rmort7.•I,o .r--+--•w•--L--.---�--+--`-:.'� W u," ful main bemna and perimeter piers. k � , 4zRuler to page 18 of the Installation Manual for the slIoN I �' 11I MAIN BEAM FOOTINGS procedure on sting the tablet below. -_y__+- r' a �..�•" �: PERIMETER FgOTiNGS MAIN BEAM FOOTING CONFIGURATInN AND SPACING PERIMETER FOOTING CONFIGURATION AND-6PACING PROdoun : I. Detormine the design roof live load of the horn+. 2. 1:6tormina the :all boating capacity. J. Foliowln� thWhots aaul3 the table dututmitmv type of footing connguraUon and opacing. 4. Footing placement to start at no morn than ono fuer (1'-0 to edge of pier) from each corner of the home - S. fhb apacina far any f°otinip may exceed the spacing ohown up 10% na long as Cho avorago zms pacing drum not excood the spacing shown. — PERIMIETER FOOTING rnNFlr:IIRCTInN ANN sptActNa OONcnF.TE FOOTINGS FOOTINO CONROURATIONS MAXIMUM MAIN BEAM?IWITING SPACING (In Feed � AIV 11111'' P -a 10- 121I7i �� hatn Roam.Slru crp� Io I FIC I eopA o - e- Tin- it WOod PW ; a 1 X rX'AINF TRIPt F DCU13LE ,,•.o- ,Soo slN.;u DOUa4C smogs Y'NtiLt DOu91.E $INfiI,E N2wl�bo L TIEDOWN STnAP SPAC;INC, PROCEDURE - 1 . ROCF_DURE:1. over the length ut the hume, fitld Ilm twill rat Ulmanco she bottom of 't ' he main boom Is Prom Ino grountL It�rl 2. asure that dstancA and locate that height In the table. Do not measuro at limited tocallzatlon depressions under the horse. 3. Following thAf line a=-,%,%datormines the Strap spacing. A. The inhtal strap location from front or roar of home may be nQ more than, two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown uy to 10% as long as the overage spacing dove not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 9" X 1G" X 4" OONcnF.TE FOOTINGS D1n 11;°yP MAXIMUM MAIN BEAM?IWITING SPACING (In Feed � 001. Pia Foow,2 Tripe Pad Fonitn0 Two nal P,tu F ft. V hatn Roam.Slru Iwun 6va!uSica Main aeur..ritte V -In aB• e- Tin- it T I fo ,r —r—r7-5-7 1r ,n00 S•e- _ Ia of s- a• to tz lsoo R Ia 7'a•• A' t0' It s 1P tr 5ii-i ff I 1. 10 ,� d le' tz Sao° r : ,s ,r tr i 1R Iz a' 10' it W SP ? r lu' Ir lti" X 1R" Y a•• CANCRETE FOOTINGS .� MAAIMUM MAIN 13LAM FQ0TW( ,•.,PAiJt#G (11, /sol) n^ I, H30 Fe00n0 �_.. Dot Pad Fo"rvj Two nxtl P•..A Fav _ ... Main Ream Sr•.e Man a..tn1 ter Main tleam size $ ir'1 ire ,r ,r I ,a• 1 ,r or I to- 1r I'•ln A• I A K A' I 10' 1Z 1600 b' ,a 1T 2000 o' ,o' I tz e- 1 10' ' 1.- 8' 10' 1. 7000 r 17 17 a' 1 ,a Ir A' 10' 1 Ir a t g I tp i 1: 2 X 12 X 24" WOOD FOOTINGS MAXIMUM MAIN akAM ttxtrlNG SPACING (In 9"o so Sgl. Pad F Ong ODI. Pad FocorO T"00 vas F00m10 U d Mfrs aa= S:zo M21n boom Sbg Lraln 61 aim Sh" a' to- 1T r' lu- i ,7 0'- to tY I(W A' ; A' A' R' e 10 1 1 t. B SIT 1rnDa K 10' IT a' orIr ":) r1V 1r U 1 it 10' 1 MAXIMUM TIEDOWN STRAP SPACING neo t� Gm �° boom (inMe7) WIND ZONE I D1n 11;°yP C• to 18- l z -a- - 41° a7• 10-m 3W Y•tr an• V -In aB• Q•o- ao� cs• w- m 11x• S•e- _ 1A• m' is >; kEFT1GibQD EYMRPRISt S INC.: -,.• Qdculation Numbers Tbo°o lrr.;nP and 1Peelcalom ro alpinrl plops wnr�7..aJ rn.A•:.L d r4.t,-cod E•..•r1.•.r Iwo Conl,.ph1 O1fD5M Fbw-to! b•rwrl.r Inc MAIN BEAM Wil H PERIMETER FOOTING CONFIGURATIONS AND SPACING 10 WIUE 80 PSF ROOF LL MAX. Jl ti W No. acv. 72-99-0015 3.30.95 inlin 'd _ G7.hA7.9Q91R •nhl XH4 I,►an (Za114(Z nnr)M I aa-I.I C?' 111 nI. '.i �" fKWS'HC C0n511>tiT110N _ - ti sArm VANDA11D3 0022124 nn:9t3o d i= APR 061995 Qc Tbo°o lrr.;nP and 1Peelcalom ro alpinrl plops wnr�7..aJ rn.A•:.L d r4.t,-cod E•..•r1.•.r Iwo Conl,.ph1 O1fD5M Fbw-to! b•rwrl.r Inc MAIN BEAM Wil H PERIMETER FOOTING CONFIGURATIONS AND SPACING 10 WIUE 80 PSF ROOF LL MAX. Jl ti W No. acv. 72-99-0015 3.30.95 inlin 'd _ G7.hA7.9Q91R •nhl XH4 I,►an (Za114(Z nnr)M I aa-I.I C?' 111 nI. '.i 0H99916 'ON XH3 Id30 S31VS OOOM1331A b5:£i nHi 96 -60 -add f • 9 0H99916 'ON XH3 Id30 S31VS OOOM1331A b5:£i nHi 96 -60 -add A N O 20'-0„ MODEL 8482F 2 BEDROOMS,.2 BATHS APPROX. 960 SO. FT. Tr Nl Cc ft D & D HOMES, INC. 2243 FEATHER RIVER BLVD. OROVILLE, CA 95965 -W T, k AqN IUNP OMPAIR W l ' 0, - UM 7 VS BY FLEETWCOD® SU/17/MAR96 STANDARD FEATURES Tri -color exterior Metal mini -blinds, inside mount, with valance throughout Tape and texture all living areas (not including wet areas) Acoustic ceiling Carpet in living areas and bedrooms Inswing front door 32" outswing solid rear door White hollow core closet doors (where applicable) White passage doors Metal door knobs Free-standing range 15 cu. ft. double door frost -free refrigerator Double cell porcelain sink Metal single lever kitchen faucet Colored ceramic tile backsplash and self -edge in kitchen only Crown molding Colored ceramic tile backsplash only in both baths 'One piece oval tub/shower in master bath One piece tub/shower in guest bath Recessed medicine cabinet in master bath Plastic sink with dual lever metal faucets in both baths Mirror with U -channel light in both baths Single lever metal tub faucet, tub spout and showerhead in both baths HN 1A i .5, yyr4:___ Toilet paper holder and towel bar in both baths Raised panel cabinet doors with handles Overhead utility shelf Upgrade drawer guides Two door overhead cabinet over refrigerator Lined overhead cabinets in kitchen Plumb/wire washer Wire for dryer Shut off valves throughout 30 gallon gas water heater House ventilation Removable hitches 3/12 roof pitch 20 Ib. roof load Fixed eaves on 26' wides only (no rear overhang) Cathedral ceiling throughout 11/16" floor decking All floor joist 16" o.c. 10' integrated window dormer (26' wider only) HUD fees Zone II thermal standards: R22, 11, 11 insulation, bath exhaust fans, GFI in kitchen, standard blend.air, larger rangehood vent fans, additional caulking, vinyl framed dual glazed windows Note that square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated 'in floor plans is floor length only. Renderings and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal. Ask your retailer for specifics.(Add IVF YEAR four feet to arrive at transportable length.) oF--]Dl ne tone r PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. • �x Q %V A R R A x T Y OPTIONS Knockdown ceiling Inswing rear door Outswing cottage door Raised panel white passage door Vinyl sliding glass door Mirrored wardrobe doors Dishwasher Disposal 19 cu. ft. double door frost -free refrigerator Whirlpool tub in master bath White raised panel cabinets Laundry tub with cabinet Plumb for gas dryer Exterior hose bib Wire for air Ceiling fans Porch options Rear overhang Zone III thermal standards — same as Zone II with additional insulation: R33, 19, 22 and 2" x 6" sidewalls OTHER OPTIONS AND FEATURES MAYBE AVAILABLE. BE SURE TO ASK YOUR RETAILER. 0 um/ BY FLEETWCOD® Suncrest Homes are built by: FLEETWOOD HOMES OF CALIFORNIA, INC. a subsidiary of Fleetwood Enterprises, Inc. 18 N. Pioneer Ave., P.O. Box 1308 Woodland, California 95776 (916) 662-3223 SU/17/NOV95 - FLEET l/ �® eunreuft ►H I8luewGuJFtww, ' f4unoo GUM3 CF..IAOHddV �k eunreuft ►H I8luewGuJFtww, ' f4unoo GUM3 CF..IAOHddV A Nl O I MODEL 8482F 2 BEDROOMS, 2 BATHS APPROX. 960 SQ. FT. BEDROOM 10'-4" X 9-4" Tr H Ey LL DINING AREA RI I 'K/TC E 20'-O" MASTER BEDROOM 12'40"XI2'-2" J— I MODEL 8482F 2 BEDROOMS, 2 BATHS APPROX. 960 SQ. FT. BEDROOM 10'-4" X 9-4" Tr H Ey LL DINING AREA - "D APPRO-V.- Butte County a-- / - - - HU14111VULdf alth tl^. vlr� &Y LIVING ROOM 12'-4" X 19'-4" unarsl BY FLEETWOOD. SU/17/MAR96 RI I 'K/TC E E�w IFI]EIPPL - "D APPRO-V.- Butte County a-- / - - - HU14111VULdf alth tl^. vlr� &Y LIVING ROOM 12'-4" X 19'-4" unarsl BY FLEETWOOD. SU/17/MAR96 PERMIT NO. 4 48-87P E MH PERMIT EXPIRES OWNER LYNN HODGIN ,Y9—31/F7 CONTR. nwner /A ASSESSOR PARCEL 56-97-14 T� LOCATION 85 Ranril ern Rd, Lovelock � t OFFICE/'C OPY 4 Address — GAS De. •, Meter ELECTR D�eW—* r`% Meter BY Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gat Service Celled PG&E JOB FINALED (Date] — Signature —� s = OK '0 =,Not OK - = Not Applicable = Not Ready MOBILE HOMES rt -Sketch & Water; Location -Test -Easement Needed (Sketch) 5. Electricitv: Location-Clearances-Grnd.-/ / Amo -Concrete —/,Y (5rGas; Location rap f --P.1 - 'L'ft./?y/"LPG '1 tility Clearance Card-E1Dat ` --/% a' Card -B1 Date I Card -BIC' Datg2 /X__J and -81 Date Date MOBILEAOME INSTALLATION (Plans) OK except #'s no-marnaae Line icity; MH Test -Cr hers-Breekarg--Cleat MHTW-TOW-flex ctor MH egowQw-Co r :and Seeracted-CAG-Co Grade -HD Z_ 106Oert. of Card-B11i9,' Date'-Z`i�? Card -B1 Date Card -B1 /& Date`T-yxS?x> Card -B1 Date A,b q4- G( -4 ?iw"'- * &' /g 7;6 I MISCELLANEOUS Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-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 l Card -B1 Date Card -B1 Date Card -B1 Date Card -81 Date f 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 f 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit ' 9. Health Department Approval I 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date 1. Card -B1 Date Card -81 Date = OK o = Not - =Not Applicable RESIDENTIAL (Single and Duplex) = Not Ready it Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 44. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 45. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils=Steel-/ /" Ftg. Depth 46. Fireplace Ties or Type A Flue -Fireplace Throat 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 47. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 48. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 49. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 50. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 51. Ext. Doors -One T -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -:Fittings -Test -2 way C/O -Sewer Test 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 53. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 54. Siding -Nailing Veneer 12. Electric; Underground 55. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 56. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 57. Shear Walls; Nailing -Bolts 15. Insulation 58. Insulation-Walls-Clg. 59. Infiltration-Walls-Wndws Card -131 Date Card -131 Date Card -131 Date Card -131 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air 17. Water Pipe; Test & Anchors -Nail Protection 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -131 Date Card -131 Date Card -131 Date Card -81 Date 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/Mech. Fasteners -Bond Gas & Water 27. 2 Appliance Circuits in Kitchen & Conductor Size 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light Card -131 Date Card -131 Date Card -131 Date Card -131 Date Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnace in Attic Card -131 Date Card -131 Date Card -131 Date Card -61 Date Date FRAMING (Plans) OK except #'s 38. Sills, Proper Material & Anchors 39. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 40. Bearing Walls over Girders & Floor Nailing 41. Draft Stop in Walls (rat proof) 42. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 43. Header & Beam -Size & Bearing Card -131 Date Card -131 Date Card -B1 Date Card -131 Date Date FINAL (Plans) OK except #'s 60. Ext. Steps -Door & Sidelight Protection -Landings 61. Smoke Detector 62. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 63. Bedroom Exiting 64. G.F.I. & Bath Fixtures & Tub Access -Spa 65. Elec. Trim & Subpan.el; Breaker Sizes -Labels 66. Stairs & Rails 67. Fireplace or Stove; Clearances -Hearth 68. Elec. Outlets at Wood Panel; Int. & Ext. 69. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 70. Elec. Outlets & Receptacles at Kit. Counter 71. Garage Fire Door; Swing -Landing -Closer 72. A.C. Duct in Garage -Damper 73. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 74. Plb., Elec. & Mech. Equip. Listed for Location 75. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 76. Insulation -Foam -Looked in Attic ❑ Yes 77. Guard Rails & Deck Construction -Post Caps 78. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 79. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 80. Stucco; Brown -Finish 81. A.C. Unit; Disconnect, Electrical, Plumbing 82. Vents Above Roof; PIbg.-Appliance-Firep I. -Clearance to Openings. 83. Water Well; Disconnect, Electrical, Plumbing 84. Exterior Elec. Trim; G.F.I. Receptacle -Underground 85. Ventilation throughout House 86. Glass Protection 87. Corrections from Previous Inpections 88. Gas Test -Meters Tagged; Gas -Electric 89. Water & Sewer Connected -C/O to Grade -HD Approval 90. Energy Compliance Certificate -Other Certificates Card -81 Date Card -131 Date Card -81 Date Card -B1 Date Card -131 Date Card -81 Date Comments at Final: (NOTE: An entry must be made each time you visit job site) MOBILEHOME INSTALLATION. ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER QRIVE d" & OROVILLE, CALIFORNIA — 534 -4541 - PERMIT N0. Address or location of mobi lehome ., j Owner's name Owner's address Insignia or hud number_ Manufacturer's name y Serial number of V.I.N. Year of manufacture' , If f ,/ 1 (Official Approving Installation) s (Date) 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. 5138 White - Owner, Yellow - Installer, Pink - D.P.W. t. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS .' 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION /NOTICE/ RMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 0` V/d ✓t Inspec�o�.�/ ,Vly, 1 Date —7—r —d J COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS k 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 110,"k -y% PERMIT NO. A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when 5plerection of work is completed. If you have any question pertaining to this matt , or need additional explanation, please contact this office Immediately. 0 Inspector Da •� COUNTY OF BUTTE cam, 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 Q/) R b O. 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, p(need additional explanation, please contact this office Immediately. 1 X/ '� /ir, / l j,)�/ 11��A.�-•�.N A.i,.�+, �.,�-ta=r 'lt.�=, / ! Inspector U/ Date ,2— r _ �j' COUNTY OF BUTTE.- DEPARTMENT OF PUBLIC WORKS ERMIT NO/ 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541. APPLICATION 1PID PERMIT ASSESSOR PARCEL NUMBER C —� s ZONING BUI D G PERMIT OWNER i. GGi T LEPHONE SO. FT. OCC, BUILDING VALUATION OWNMA'I�nNGAORESS CON AC'T^^OR'S NAME VW rl TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 1 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 $ l� PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 G/ �C Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL P 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 5.00 Building sewer 5.00 Mobile Home RUN I 50-00ea TYPE OF WORK New❑ Addition❑ Remodel❑/ Utilities Installation❑ Other ❑ Describe work: �J) Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00• Main service 6001 OR LESS 100 AMP OR LESS 10.00 Q Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 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 1, 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.61\ yz�sgft OR ADDNS. l ACC. SLOGS. / NEW CONSTR MULTI -OUTLET 2,50 ea NON-RESID BRANCH CIRC TS /POWER APPARATUS tr (SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES 20@5 0 .ALO 30 FIXED APPLN5. OR Ex. OCCUp. OUTLETS (RESID.) EA. 1 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 permit 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 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 liabilit'es, judgments, costs, and expenses which.may in any way accrue agai st d County in consequence of the granting of this permit. Date Signor of Applicant — O erAl 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 $ TOTAL PERMIT FEE.., $ occuP. I CONST.TYPL ls:N MP71,;DVl ISSuE This permit is hereby issued under sionplf the Butte County Code and/or WO i dicated above for which I ECTOR OF PUBLIC By �J�-J PERMIT EXPIRES Data the applicable provi- resolutions to do fees have been paid. WORKS Date G Receipt No. WHITE-D.P.W.. YELLOW-ASSCeeOR, PINK -INSPECTOR. GOLDENROD -APPLICANT r -' t K �t•`.i�!l�s;� L' ... ` -. r �.. , �y,.,: � +�`: � °d ..;7 � , -_Ysr s .;. � (�,�( .:�.-ia<„y.?{.�,�vr "�•,�',.t�,ir..' `�.`,.!'f�, L �-rr:'` ty. Un -.-•i3* .,: �'1,.,,y. A; '�'r -, �` Y' , '. %r�i'':+-�+y'ti ^,{.�, _.-�i`^!� y'„'` �• COUNTY OF BUTTE - DEPARTMEtNT-OF PUBLIGrWORKS - BUILDING D�IIyyyVfififiISION 7 COUNTY CENTER DRIVE - OROVILLE? CALIFORNIA 95965 - TELEPHONE: 916/538-7541 Y .... PERMIT APPLICATION DATA SHEET Permit No. 'OWNER�t1OG� /� j A. P. No. 5,17- Proposed 17Proposed Building Use Building-lLpector 40 Date /��✓ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . — 1 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. Plans with Energy Design Compliance Statement. . . . . . -� 6. School District "Fees Paid'' Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . �9. Letter of signature authorizaAtA'1on. �0. Sanitation approval from Nc�✓`�. Health Dept. �� =�-Z- -7 0.5, 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) -14. Owner -Builder Verification (Given to owner [1, Mail to owner ❑ ) _.--..._15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . . Pre-Inspec.request to (Date) 17. Pre -Inspection for _-__ _.. _ . _.. __ _ Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 6 19. Driveway Permit. — 20. Plot plan approval from city of _ 21. - 22. — — -- Whir, you issue the,, er It, process as follows: Mail to owner, 10aiI to contractor. Telephone and hold for pickup at Clyo lo.ffice, Deliver w/inspector. Other `f r A©rV,�l( e0v(1- 4►' $I%�' (311 / (j Applicant r�Dat�e 11 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.-- �R 2. Additional items required: ti r Contractor, designer, owner, was advised of above required data by_phone�naiI—counter by date Contractor, designer, owner, was advised c? above required data by—phone—mail—counter by4— date Plans checked by Sets of plans on hold in Copy—DPW Date Plans approved by File cabinet AP folder � s a � Lam,,; TO: Building Department FROM: Environmental -Health SUBJECT: SANITATION CLEARANCE -t--7p, - - 7 - & I , - 5 ?,,-) - 7-- 7 I C, I - r-- z - ZI-1 � 4-&- 1, A &� OWN LOCATION AP # d/44/ Plans approved for: Sewage. Disposal Water Supply/ Hold final for: Water Supply_ Final Clearance O.K. for: Water Supply Clearance for bedroom mobile home. . Clearance for addition of/�`S� COUNTY OF BUTTE - Department &f Public Works 7 County Center Drive, Oroville, CA 95965 OWNER -BUILDER VERIFICATION Attention Property Owner: Phone: 916 -,:QM -'5_38-7541: A_ 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. r 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 1:1�i1�• 2. I (have/have not) p► 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: 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: l Property Owner Social Security Numbdr Date 1 —9 x' 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. AP # OWNER I- Nstlinl .14c, ,W PERMIT fjO MH UTIL.CLEARANCE DATE J - INS PECTOR '0 ELECTRIC --GXS Support Struc. Compaction Test. eq. Service Other Pipe YES I NO Y-ES1 NO Size Load Type Size Lenzth ,ai CU ZIA- 5 F414C - 007/ k4llff S � "F4 IV071F.- 0�Amu COUNTY OF BUTTE'- DEPARTMENT OF PUBLIC WORKS PERMIT N 7 County Center Drive - Oroville, California $5965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONIN BUILDW PERMIT OWER q775967 TELE�H E SO. FT. OCC. BUILDING VALUATION 0;p 'S MAI ENG S t (J+LJC CO T AC OR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 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 xq Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME rAWCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] MobilehomeA Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00ea TYPE OF WORK New ❑ Addition ❑ Remod I ❑ Utilities Inst(al�a�io Other ❑ Describe work: �fi 1( �-�( Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 - �i Main service eooV 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 Busines$ 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.NI 1/zOsgft OR ADDNS. ACC. BLDGS. NEW CONSTR TI -OUTLET 2,50 ea NON-RESID BRANCH CIRC ITS POWER APPARATUS e SINGLE OUTLET CIR. I EX. OCCUp(OUTLET3 OR FIXTURES e20A 030 FIXED LNS EX. Occup. OUTLETS APP (RESID )REA.) 1 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. ❑ 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 shal I be deemed revoked. MECHANICAL PERMIT FiIingFee 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 Countyot Butte to enter upon the above-mentioned property for inspection purposes. 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 again�Vld County in co equence of the ranting of this permit. X Date 8 / 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 eight. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT F $ occu P. CONST,TYPIJ No FLOOD PARCEL P11 I NO I 13 This permit is hereb issued under sions theButte ounty Code and/or wor in ica for which OR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS ssi�rr Date O Receipt No. WNITE-D.P.W.. YELLOW -ASe6e SOA. PINK -INSPECTOR, GOLDENROD -APPLICANT ';;•'li{,.7; r'S.f 1v �4"'.T`..�`Y .�'!..,i.-�i� '•t�*<2� r . ak!'<.r:.� �r�.,r s�J ,�� Yw r . r .� u- .� : �. T +i .`�..` 7.• `., •. ir�� :b.�Y�� '.�� 4P�...: ♦ COUNTY OF BUTTE - DEPARTMENTS OF PUBLIG,WORKS - BUILDING DIVISION R DRIVE OROVILLE , F: RI IA 95965 -TELEPHONE' 916/538-7541 OWNER Proposed Building Use 7 COUNTY CENTE PERMIT APPLICATION DATA SHEET r � Permit No. � _ A. P. No. I l<� - 2 3 Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . — 2. Plot plans in duplicate/triplicate, signed by preparer of plans. _ 3. Complete plans in duplicate/triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. P ns with Energy Design Compliance Statement. ... . . . :6p� 6, School District "Fees Paid'' Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authorization. . . . . . . . 10. Sanitation approval from _ Health Dept. . . 11. Planning approval for (A) Use: (B) Parking: . 12, Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14 Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) Improvements may be required. . . . . . . . . . . . �— _ Mobilehome Installation Data. . . . . . . . . . 17. Pre -Ins ection for _ _ _. _ Re uired. Pre-Insperequest to (Date) p -- - - - Q Building Inn spector 18. Recorded copy of Agricultural Acknowledgment Statement, 19. Driveway Permit, — r 20. Plot plan approval from city of _- 21. _ - 22. — — -- When, you issue the permit, process as follows: Mail to owner, Mail to contractor - Telephone $%J-10 6 _ and hold for pickup at office, Deliver w/'inspector. Other /Jnv q Cg1�l1 �C4 Applicantle- Copy Oate of plans sent Health Dept.; Fire Dept., Other Date The following data must be submitted pri t rmit issuance: (Circle new item not checked above). 1. Index permit for above items No. — ---- 2. Additional items required: Contractor, designer, ow , was advised of above required data by_ phone�nail_counter by ate Contractor, designer, owner, was advised c? above required data by—phone —ma iI—counter bye_ date Plans checked Sets of plans on hold in Copy -DPW Date Plans approved by File cabinet AP folder a COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 OWNER -BUILDER VERIFICATION Attention Property Owner: Phone: 916r za t . 538 7541 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: 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: m Property Owner Social Security Numbe _ Date 2��j 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. February 23, 1988 J. F. Glandes Chief Building Inspector Butte County Building Inspector #7 County Center Drive Oroville, CA 95965 Thb attached release and exemption of developer fees is based upon the facts as presented. If the facts are other than this; the building may be subject to developer fees. The replacement of the permanent building destroyed by, fire with a mobile home will be exempt from•developer fees. This is due to the fact that per Government Code Section 53080.4(a) Item #3,, there is to be "No" con- struction of a pad on which' the home will be placed. It is my understanding that this,mobile home will occupy the existing slab -foundation remaining from the destro ed permanent home. , nald Sch dt k Finance Officer js J j }t 4 F !' ITH PAI D STRICT P radl• Jell urs (S) 6.1 by��,eP :W(da N NO. the reWremelrts of of fees of Squire feed . 5,"1 JPU, 40 In No. 0 '�. •ilAw �f M •'(' . • t i • � MHr�'j" . � � � s -i �? ��, � 1 i i 7� r - � - i ', � �r �� { s �� F- . `�f � '1 � . .1 i '. ' � •' .n ' 1, � tit, , -,. �r r �h � � r i, i / i a r _i �, '• �� e � 4 ` e�l gyp, BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 538-7541 MOBILEHOME INSTALLATION SHEET 1. Owner's Name: 4` df 2. Installer's Name: F11 3. Is the site currently under permit? Yes No I I (If yes, furnish permit number ) OR Is the site an existing site? - Yes No F] (If yes, furnish two plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic Ank and leach fields and clear of all setbacks and easements? Yes No (If no, clarify 5. What is the mobilehome electrical rating? --------------- Amps 6. What is the mobilehome site service rating? ------------- Amps 7. What is the mobilehome site circuit breaker rating? ----- Amps d b d b the 8. Is there any other electric loa to e serve y F-1 No EY mobilehome site service? -------------------------------- Yes (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? -------------- (in.) F] 10. What is the type of gas service. ---------- --------- Natural LPG 11. What is the gas pipe length from meter or tank to the / mobilehome?--------------------------------------------- (ft.) �e 12. What is the mobilehome gas,demands---------------------- o (BTU) *(Th si°ibformation not;,_requtired if pipe length less than 6 ft. on naturalgas o:f"�l+gss^'t an 50 ft. on LPG. ) • ,. a ys 6 MOBIMHOME SUP]FORT .DATA If other than single wide, n Mobilehome Mfr. (�AQ//AJ[2� furnish Setup Model No. Year 7 Width /a (ft.) Box Length 60 Tagalong or Expando Size ft. x ft. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one) I I1. SUPPORTS (check one) 1. Line 1 Piers: SINGLE -WIDE Wood -pressure treated or foundation grade. 2. Concrete block.a 2. Other (specify) Pier Footing Sizes and Locations Main Beams int 21 — — — — — — — — — — — — — Main Beams — — — — — — — — — — — s -Line 4 Tag or Triple Line 4 r Line 1 Size -Min. ------------ Spacing -Max. --------- Fran Ends -Max. ------- Linc 2 Piers: Size -Min.------------ y ux 50. Spacing -Max.--------- From Ends -Max .------- " Line 3 W,lof Loads: Size -Min .------------ MULTI -WIDE .� Line 1 Line 2 Line 1 Openings: Other (specify) ' Size -Min. ------------------ "x Each Side of Openings With Width Over --------- " Line 3 Piers: (Under Bearing Wall Only) Size-Min------------------- Spacing-Max ---------------- From ------------------ Spacing-Max---------------- From Ends-Max--------------- "x "x"x "x "x "x Uwation (From Front) 11 1- 1.1'- - Linc .4 Pies: Line 5 Piers: (Under Bearing Walls On y Sizc-Min--------------- k Size -Min ------------------- x Spacing -Max.--------- a %f�� Spacing -Max.--------------- _ n From Enda-Max.------- o &(J n ax.----- Line 5. Roof Loads: sulL ►At'...�►► uN7Y Size-Mln.--..__-_----- locaLion (From Front) �Iid'-�'IPA` ISM Jr-- ' PARADISE UNIFIED SCHOOL DISTRICT 5665 Recreation Drive Paradise, California 95969 (916) 872-6400 PUSD Impact Fee Control System PUSD ID Number: Date: Company Name: Applicant Name: Address: Phone Number: A. P. Number Remarks: . �- 00 i �n U1..r1 art /�,�--� �✓.,�� Town/County Lot # Sq. Feet #- Units Amount Verification J� (� — C�2 %— /4 -Iso. Oen County City Limits Limits Commercial/ Residential '&/ Industrial * * * * * * * * * * * * * * * * * * * * * * * * * * * * RECEIPT Total Amount Paid: $��p Paid by Check No.: • Bank No.: -- n /Z,. Paid by Cash: Signatyre of PUSD Employee Date * * * * * * * * * * * * * * * * * * * * * * * * * * * * Original - Applicant Yellow - Finance Officer Pink - Building Department 5.38(12/15/87) . .. ', Y • Fir Phis set of plans and specifications MUST be kept *n Lite job at an times and it is unlawful to WA* eiq ergo or alterations on some without be Deparhrnent of Public W0136 Of tuft. i ?S A setback of4ft. from. the Property lines and a setback of 50ft. from the road centerline shall be clear of structures or equipment except fn► a 2 ft, save overhang. f 6'0 ' $71"h It"'t V -L. Utility condecti 4 ft. of the mol directly be&d .half WWO xnobilehome. shall be within tome, either Nithin the rear of the l � A1A. -To itPt i F12X AM -M bo l-ouser At WHIZ req 4ired for +fie on be R+obilehome, , Naf6�---A Ma - — - N e, ..,. , �•, 4r Aeaord nee nth Recognize GoodPraci�i��dnd of 0 preseribed for the Sp�eec.ified use in Un91140ii► 141116ng, Phmtbing & Machanical Cadet and 4w NWWWl aci►ical Cada. j BUTTE OOUNTY BUILDING DEPARTMEN T APP OVA FUE REPORT FC- IS 0/80) n ORIGIN LOCATION F y ORDER NUMBER EEG. I R.U. INCID? NFO. n_ j S/RT — / Dr �Y�R 12?UVTY C—n FIRE NUMBER 7 FIRE NAME, J7� SEC TOWNSHIP ff N RANGE E .�� Zy❑Sy.❑ eH to N—r d s� MILES DIRECTION ❑FRIN 7C� NATIONAL FOREST, FIRE DIST., CITY d STREET NO, ETC v Number fflN DENT TYPE ' �" ' ACRES OF VEGETATION BURNED Cl FALSE ALARM ---GO TO $A .. BLOCK 1O y r�zti 4 �' Ct `f ° },- , { f +c '(} '✓$ {>/ f • { 'iJ` r ka ` } .•:. rr..k . .. - ♦ > - - rF:?ii ?,fr{.v {%%:%� f 3:.} rJ (r ��J•��+ 4.('$'}r /f _ . :•}L�,,-:: F..: -;:;: NfLf,.:ji!i':fti AWL:??Y.2-.r�!':xv �N+•y .yL: l 'i DIRECT A ..-: $ R AGENCY PROTECTION -� ACRES BURNED : n> ACRES BURNE JP RESPONSIBILITY v::< VEG. f!�2 4B k CDF TYPE t STATE ZONE + - STATUTORY, 71/ LDLAND'BURNED OR THREATENS RESPONSIBILITY `' " 1CDF LOCAL GOVT. CONTRACT (0 AT ORIGIN) :}woori -h;. ❑ UNPROTECTED �• ❑ STATE O c LAND`" ❑ .ASSIST OTHER AGENCY (Not � ❑ US.k. BRUSH A . FS . , _ w _ -TOTAL LOCAL ZONE ❑ e LJA `... © Q CDF LOCAL GOVT. CONTRACT B.1 -A. `' Y N...�.L L rr GRASS f }� O. kr'.�}rr. 2{ r O ... 4 L 1 },,. •:: • #a#z:* :r.3�r.... Y n AGRIG ❑ ASSIST OTHER AGENCY (Not City) -❑OTHER FEDERAL c �.:,;,-or.-..}G::-=:><?8i=••;r.:.L. i`, �.^:�{ k. � ; < y' PROD. .? ' FEDERAL ZONE -. ❑ OTHER ❑ ASSIST FED. AGENCY (Not M7.)TOTA - L - F cDF LOCAL GOVT. CONTRACT SIZE CLASS r 4Lr: J%>-�3.'•ir..`'-`Y,w,'`C:xr X:f•;.. { MISC. 'AND OTHER O O - ASSIST CITY, CONTRACT CO., MIL. OTHER : ❑ A .25 ACRE _t LESS STATIJT� oaG HM k•;•Y..2 33:'. S}��,°r2�3�, ?1fy ! r. R� -. 0 ACRES � RNED ❑BZ6-9A - CAUSE (STARTS IN .© ©AOR fONLY) Y; 5 ❑ UGHTNING VAMRSONU:Sf.S. BRIS ❑ PLAY •W/FIRE ' ❑ C 70.99 CRIES STATE h ❑ CAMPFIRE ❑OTHER/MISC ❑D T 299 ACRES'< `. ❑ SMOKING' ❑ EOUIPMENr <. ❑ E ACRES k 31M. rs LAND USE (STARTS Iri OR 8 ONLY) Q F, IOW -4990 ncREs ; ELL.A.a 6 (G 5000 ACRES OR MORE o R �NMESiiC ❑ FOREST .INDUSTRY ❑ > ""-. - • `yz N,.f YOTHER❑-RANCH-FARM ,❑,.RECREATION y�:{zFa FED. CL 10 OTHER LNDUSTRY COMR ROAD - _ "" = - 0 WILDLAND , • ;, - r.}{�,.':,`�`}�gc�Y:::<2 ;<;{... ..L r^ ':�: '�;�'}^.;*'f:.f r>::}r. OTHER J Q UTILITY, RAILROAD _ [] NON-WILDIAND 5g { 4T �Lb�zhK f. ❑ UTIUTY, ELECTRIC _ ❑ OTHER .. }};)1vCC?Fr f• ,,,f��} L L ^PF UiY 'i f } .. ,. }'f.' !h'L:,':�•,+:i-Y,i;::Jn'}d Ly};.Lr,.}}<: �J/. vL'•-,Kc.z?.q,}S:i'L%:%2 ^•r: yf :; �?�v 4 r:;•f.;Y�.r}r r •. v:.{n , �:3:J4 }`'n :a :L.': f.-' - {:fw5{;{.rr}::::: }}}}::.o:. .....4):. .a;{ ..,..,. . r. k. ... ... w..x .. n ... Fr.,... r'=.::.:..�i..�,':,•'f.3kt,'•x., a x}i,: { .: r. i. DAMAGE 4 2 OR aONLY) �, - fes.. - s Duca: Number eH to N—r d s� 1 2 d/or 8 ` TIMBER d/OR YOUNG GROWTH 7 ✓hs"f'% F {Q _ WILDLAND VEGETATION Other Own T d Y G J >l' AGRICULTURAL PROD Other than T d Y • DWEWNGS /- d/OR CONTENTS OTHER STRUCTURES d/OR CONTENTS VEHICLES d CONTENTS OTHER = ., TOTAL �� S �Cf O CJ10 RDER NUti�BER REti. R.U. INCIDENT NO. YEAR�PD_ FIRE RECORD MO. DATE TIME ` 11 FIRE STARTED OUTSIDE 0 t2l. 8 Enter 15T. CJV PERSON HOURS AIRCRAFT FLT.. HRS. SITE NAME: INSIDE 020©OR 8 PERSON HOURS AIRCRAFT FLT. HRS. 1ST. ATK CDF CREW FIRE DISCOVERED '.. S FIRST REPORT SECOND REPORT _ FIRST ATTACK BY CLQ FIRE CONTAINED' 30 CREW/OVERHEAD RECORD GO TO 1® LOOKOUT: (If 1 ST. or 2ND. resort made by Look SITE NAME r1 , PERSON HOURS AIRCRAFT FLT.. HRS. SITE NAME: ORGAN- NATION PERSON HOURS AIRCRAFT FLT. HRS. 1ST. ATK CDF CREW 1c CDF STATE a LOCAL GOVT. CONTRACT CREW NAME ORGAN- IZATION PERSON HOURS AIRCRAFT FLT.. HRS. CDF STATE & LOCAL GOVT. CONTRACT CREW NAME ORGAN- NATION PERSON HOURS AIRCRAFT FLT. HRS. 1ST. ATK CDF CREW -f CDF OVERHEAD TOTAL ON 1 2 8 FIRES, EMR'aA5' TOTALS BELOW vvi-F.:::fnJNS: =')..+r•.Jfr.•• jo:5¢' *�'},.5�¢:Ji•;U' USF.S. (Ind. Overhead) TOTAL =i 4 ;.� a;,f ... OTHER FERAL (IncL Overhead) TOTAL - - - w Fft DIST. a OTHER LOCAL TOTAL PAID HOURLY (EFT.) TOTAL < v.+ r - VOLUNTEERS(Unpaid) TOTAL hra:4�:";. _ �*•£�;5. ,,• QFC -188 Addilionol crew ( activity) ATTACHED r /1 ORIGINAL REPORT BY! APPROVED BY: 14 SIGNATURE : TITLE DATE INTL DATE m 4f . -84B P, E,M PERMIT NO. 98 PERMIT EXPIRES OWNER J.R. HODGIN Mari John Const CONTR. 56-27-14 ASSESSOR PARCEL LOCATION N/S Paradisel.Stirling,City Hwy (Skyway), 800' W Lovelock Rd, Paradise .0� OFFICE copy Address GA------------- M t ELE TRI Meter By Dat G A'S� Me e "' ELECTRIC ,� Ma. eter,By- p A Temp. Po Called PG&E Temp. Elec. Service eGg Called PG&E— J = OK 0 = Not OK = Not Applicable * = Not Ready MOBILEHOMES MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans).OK except H's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except a's 1, Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete _ 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) _ 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rig.-Bracing_ 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card - BI Data Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date _ Date Card -BI Date _ POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure: Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6, Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghig. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date - Card B-1- Date Card -BI Date Card -BI Date Card -BI Date J = OK 0 = Not OK s - = Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) Date UN E LOOK Plans OK except#'s Date FRAMJW(Continued) 141p<g requirements -Setbacks -Easements 4V Prpp#Fty Line Firewall & Openings 2 tg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49"�4!Doors-One 3' -Check Garage -3rd story, 2 exits 3 g', Garage; Soils -Steel- / /" Ftg. Depth 50! Vis; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. P�od on Roof Overhang -Attic Vents -Rafter Outriggers _ 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab - Siding -Nailing -Veneer walls, Garage; Steel-Blockouts-Wrapped-Sla 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access Piecs�Ficep4eee-Ftg.-St 54. Glazing Area -Glass Protection -Skylights -Plastic _ .W.V.: Fall -Fittings a way C/O -Se est 55. She Wal% Nailing- olts ,9,r -,&&s -Pipe; Size -Anchors or r (k4i 10 ter Pipe; Test-Anchors-Regulator-Servic 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. &birders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date5 It. Card -BI Date Card -BI Dat j Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FI (Plans) OK except #'s Card -BI ate r i7 _ and -BI Date e Date L ING (Permit) OK except #'s . Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector Ht.; Vent -Access- ustion Air -5& -Furnace; Vents -Clearance -Comb. Air -Connector - In arage; Above Floor-Ducts-Mech. Protection Water Pipe Test c Nail Protection 16. D.W.V T ttngs & Anchors -Nail Protection Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Ac ess F.I. & Bath Fixtures & Tub Access _ 18. Test Tub & Shower, 2nd Flo - ub A elsj Elec. Trim & Subpanel; Breaker Sizes -Labels - 19. Gas Pipe; Size & Anchors s & Rails 'J�D/ •v �'7 Card -BI Date Card -BI Date .S ' F' lace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. t, iFixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI at 'C =Card -Bl Date Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except #'s Garage Fire Door; Swing -Landing -Closer . A. Duct in Garage-* Damper _- 2 . FjYtare & Transformer Clearance -Ins. Protectiontr. 21. F:Iju. Receptacles Spacing -Lights &Switc22!!e�hes at Doors Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection p„'Flet. &Mech. Equip. Listed for Location i & No. of Conductors-Stapled c. Receptacles in Garage; (G.F.I.)-Romex Protec. ooxes 23.&-' ' Installed Close to Edge of Studs & C.J.I nlation-Foam-looked in Attic 'D Yes ---- 24. q�Ground made up w/Mech. Fasteners -Bond Gas & Water Guard Rails & Deck Construction -Post Caps 25. Appliance Circuits in Kitchen &Conductor Size 7 . Verlts & Crawl Hole Door -Drainage & Wood -Earth Clearance Loot d under Floor ❑ Yes ub ee ire Size r / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral `,Yes Ll No - 28. Service -Riser Conductors & Ground -Main Disconnect 7 lowing instld.: Drive ❑ Yes E] No; Walks ❑ Yes [I No; PI ters []Yes [J -No 7 tucco; Brown -Finish --- 29. Equip. Clearances; Panels-Motors-Mech. Equip. rrk; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet - 30. Clothes Closet Light -Shower Light _ Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. Card B -I __ate_ �Card-BI _ Date Card B -I Date � Card -BI Date mer Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground V ntilation throughout House Gla s Protection Date MECHANICAL (Perrr,it) OK except #'s _ rections from Previous Inspections G Test -Meters Tagged; Gas -Electric 31. A.C. Ducts: Insulation & Support --_ 32. Vent -Farr Exhaust above Insulation _ 33. _Condensate Drain _& Overtlow; Size & Grade _ . Wat & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates ---3-4. __Furnace -_Vent; Access-Comb._Air-_Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic -- - ---- - -- - - - - ------ --- Card -81 Date Card -BI _ Date_ Card -BI Date Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRA fans) OK except #'s Comments at Final: 36 Sills; Proper Material & Anchors _ __ _ ds_ Nailing, Spacing & Bracing -Plates_ -Sound alls -over-Girders & Floor Nailing /3cFirt�glops; in Walls (rat proof) _ Furred Ceilings-StairChase -Tu 4er & Beam -Size & Bearing 4 ers-Post Caps -Anchors -Co Hectors 4 . Ing. Joist-Rftr. Ties -Purl' -Roof Brac.-Truss-Shthnq.-Rfnq. �4 Fireplace Ties or Type Flue -Fireplace Throat ttic ccess: Size & Romex Protect ion -Draft _Stop -Ins. Baffles _ Windows or Exiting Doors _Sill HgL& Dimensions Garage Fire Protection Framing J i Af �— 0 _ r J -y (NOTE: An entry must be made each time youvisit jobsite) Owner • Permit No. ENERGY CERT IF ICAT ION LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material <Rr=A MoLeTS Thickness (inches) 'I -W { o C 6 601) EXTERIOR WALL Material 1'1 Ci ER GL.Ass Thickness(inches) SI -1 las►cWes (I - CEILING Batt or Blanket Type 43c.n0YG7r Thickness(inches) 5 % " Loose Fill Type ' Minimum Thickness(Inches) Area covered(ft.2) 356 '- FLOOR, ELEVATED Material i IGER CLASS Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material CEt1 C• 0 -r Thickness(inches) ;,I Brand Name 1 -4ERMoCuA9-iD /►WLA-n00 C° Thermal Resistance (R Value)! -?"3 8 Brand Name JOH O M A V V I L.L-e Thermal Resistance(R Value) R 19 Brand Name i MER&10 GWR p Thermal Resistance(R Value) R 36 Brand Name HER H0 Gu1;Rr Number of Bags 14 Wt. per bag 30 lb. Thermal Resistance(R Value) 1?_3 8 Brand Name J0140 MAuVILL-E Thermal Resistance(R Value) i�lq Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that—the—above insulation was installed in the above building in conformance with.the State of California Energy Requirements. FIRM /OW STATE CONTRACTOR'S LICENSE NO. 2 -a8 -SS SIGNATURE OF INSTALLATION APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by.the State of California Energy Requirements. All equipment; devices and materials are of the quality prescribed'or are specifically approved by the State of California. J.R. FIRM NAME/OWNER(Please print) STATE CONTRACTOR'S LICENSE NO. 2.--2 5 S SIGNATURE 09 Q NERAL C NTRACTOR 0� Wim,$ DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL e INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE I BUILDING. January 1984 COUNTY Oft BUTTE # DEPARTMENT OF PUBLIC WORKS i 196 Memorial Way, Chico — Phone:'891-2759 f 7 County Center Drive, Oroville — Phone: 534454,Ii ` Skyway and Elliott Road, Paradise — Phone: 872-2961;, xt.,57 CORRECTION NOTICE nwNFR fo� A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office w correction of work is completed. If you have any question pertaining to this t or need �d�ton�a�l ex lavation, please contact this office immediately. 47 COUNTY OF BUTTE' DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751` ' 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMI T'NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of works com ted. If you have any question pertaining to this matter, or need additional ex lad ation, please contact this office immediately. rV r :QC)c//bE: A 0a71?,S 7"0 Inspector_ ' 40-6�?-Ci Date_ a COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751' 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE M 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 COUNTY OF,BUTTE , DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7,County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 i CORRECTION NOTICE ! BUILDING OR PROPERTY ADDRESS 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 Mattel, .,fir need additional explanation, 'please contact this office immediately. FA Inspector :% r' Date / COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. , v� ASSESSOR P RCEL u ER zo BUILDING PERMIT nZ OWNER J.R. Ho dgin ELEPHONE S0. FT. OCC. BUILDING VA ION OWNER'S MAILING ADDRESS CONTRACTOR'SNAME TELEPHONE 0 2 CONTRACTOR'S MAILING ADDRESS P.O. Box 759, Ma alfa Ca. 95954 Fireplace %% CONSTRUCTION LENDER NONE UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 449Zb BUILDING JNDJ15RESS ✓ .�� r� � PLUMBING PERMIT Filing Fee 10.00 ,, / SAAD �(/ Each Trap 2.00 Solar Water Heater 20.00 Water piping 00 ^ LOT NO. SUBD�ISIO LOT NO. SUBDI ISIO NAME PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF K] Duplex ❑ Mobi lehome ❑ Other home SPECIFY Building sewer 5.00 - Mobile Home I S I G JW I el —10-00 TYPE OF WORK New KJ Addition ❑ Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: Permit Fee $ OD Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 800V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. / DWE IN 'C & OR ADDNS. C AC , 2h¢SQft CONTRACTORS LICENSE LAW 1 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. 330556 Classification B ❑ 1, 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 NEW CON5TR MULTI -OUTLET 2,50 ea NON•RESID BRANCH CIRC ITS. NEW CONSTR POWER APPARATUS &' NON•RESID, SINGLE OUTLET CIR. i0@50C Ex. Occup(o BAL030 OR FILN IXED A S.XTURES Ex. OCCUp. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 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-ln5ure. ❑ 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. Heating Cooling Hood 3.00 Ventilation permit Fee $ EKE 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 above-mentioned property for inspection purposes. 1 also agree to e ' demnify and keep harmless the County of Butte against all s j nts, c nd expenses which may in any way accrue ainst s lit c uen ranting of this permit. X Date 1�12�8L1 gn ure o (cant – Owner ❑ ContractorK] Agent ❑ A A permit is required for excavations over 5'0" deep and demolition Or construct- n of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PER IT FEE $ OCCUP. GROUP – I TYPE of CONST. WAI 1,,el PARCE PD HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PET EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date (^ Receipt No. S WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT I OFFICIAL. RECONRI, 4' " .. n BUTT IlV 1.1 �'� 7,— 4J�{. •,,♦ �'—"Roturn to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT .`!'E!'CRDa oaf {I;�;;•, FOR RE91DENTIAL DEVELOPMENT JAN 12 2 f ;#PIp1i Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. ELEAtJU CLERK L REf'.C{N;UCR The 'property described herein is adjacent to land or included s4- 1038 EEE' within an area zoned for agricultural purposes, and residents of this j property may be subject to inconveniences 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 agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal,,, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows:" ' Date: State of ) SS. County of jam) MAURINE R,1OHNION NOTARY PUBLIC y% Butte County State of Colifornia My Commission Expires Dec. 25, 19$4 NOT COMPARED WITH ORIGINAL DCCU,IIENT 1 PROPERTY OWNERS: %A On this the day oaf 19 4?y, before,. me, the undersigned Notary Public, perso ally appeared Present A.P. No. Personally known to me. / / Proved to me on the basis of satisfactory evidence`. to be the person(s'1whose name(s4�' _,gJ g Ar subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained. i IN WITNESS WHEREOF, I hereunto set my hand and official seal.. Notary 06lic h j~SCHEDULE C T �. The land referred to herein is described as follows: ja i ra operty s3.tuate in the County of Butte, State ,of A11 that certain real pr , California, described as follows: 4l • PARCEL ONE: { The East 6 acres of the South half. of the Southeast quarter 3 East, MM- D.B:the '( Northeast quarter of Section 36, Township 24 North, Range • PARCEL TWO: ' half of the South half of the Northeast quarter : North h described as!'..,. That portion of the No Range 3 East, M.D.B. & M., des Township 24 North, of Section 36, P follows: BEGINNING at the Southeast corner of the North rth, Range 3 Easthalf of south h M D Balf f I BEGI. Towns i 2 Northeast q uarter of Section 36, P & M., and running thence North alcnghence at athe l�ightnangle South t300 feet; at a right angle West, 750 feet; t thence at a,r.ight.angle East, 750 feet to the point of beginning. y, , r RESIDENTIAL PLAN CHECKING GUIDE (S:F., DUPLEX, &'MISC; ONLY) C e Bldg. Permit # 6 a WNER A.P. #o5G - 7-/4/ A. GENERAL A! zoning requirements (sideyards and parking). 2. Valuation.. Signature by R.C.E. or Architect (if required). ,B.*, PLOT PLAN o4! Complete parcel size and dimensions. ,2! Setbackq, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. C. FLOOR PLAN Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Sec. 1405,).` 3. Required windows for second exit (Seca,1404).: 4. Allowable glazing for energy requirements (20% max. per.State law). 5. Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1407). G.F.C.I.'s in baths and exterior outlets.(Sec. 210-8). .g! Light fixtures, switches, `receptacles, and exterior receptacles 9. Locations of water heater, lea*in & rnnl;ng cnPlirmeat , other electrical or gas equipment, and plumbing fixtures. .10. Garage firewall, door size, and closer (Sec. 503(d)(4)). 1 - 3'0" exterior exit door ( Sec . ` 3303d) . ��- • 12. Fireplace location. �! Smoke detectors (Sec. 1413). , D. STRUCTURAL DETAILS Foundation plan complete enough to construct building. UWA AW Floor construction details complete enough to construct building.. 3. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calcs if over one-story in height. Sufficient data and details to satisfy energy insulation requirements (State law). E. MISCELLANEOUS ITEMS TO LOOK OUT FOR oo1! CCX plywood on exposed locations and overhangs. ,Stairway details (Sec. 3305). ,a! Guardrail details (Sec. 1716). Brick or stone veneer (Chapter 30). -fW Exterior plaster - weep screeds (Sec. 4706 & 4708). Proper roof pitch for roof covering (Chapter.,32). Rafter ties or bearing ridge beam. Garage door or porch header sizes. Adequate bracing. Living area over garage - complete 1 -hour separation required including supporting walls and posts, etc. Two (2) exits on three-story dwellings (Sec. 3302). �,Llw �` t 1 V avAll- Um di<-� iY'XI e- d�• r r/r UC 3� 1�icf�Gcs,•- 056-270 -PERMIT# 98- 1130" DEVENCENZI,George 85 Ra-nd.oly'n'Ra., Lovelock Cont: D'& D-gomes Gas Line/MH., COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541, - PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT f°� /f '0 ASSESSOR PARCEL NUMBER NO 055-27-0-014 ZONING BUILDINGPERMIT - . OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 81 RANDLYN ROAD, IDM= CONTRACTOR'S NAME HOMES TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING Ag� SVI NDOLYN ROAD, LOVTI= Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IJP Describe Work: GAS PIPING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 0.00 PERMIT FEE S 40.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoeoov ORo. oR LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER I t' License Class - Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service ( To 46.00so COU000A NEW CONST. DWELLING OCCUP. SO DWE200ALLING OR ADDNS. ( . A.C. BUDS. 3.5¢FT, ONS9 rrNN-aESIDT. MUL I', U UTS @7.50 APPARATUS d SINGLE OUTLET CIR. 20 @ 1.00 Ex. Occup. OUTLET OR FORURES BAL @ .50 Ex. Occup. pUITELETS REFS D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE : MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date ' /_ �' Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 40.00 HAZ. D. FEES IMP FLOOD CDF PARCEL pp HD IS¢uE A This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicatk8 abovefor hic fees have�/� n paid. 6/3� y &�ate PERMIT EXPIRES ON 9 Date ReceiptNo. 237065 - WHITE -0 D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Ge NOTES RESIDENTIAL PERMIT NO., 056-270-014 _T__ _ _04-1.313✓_ 1, DEVENCENZI, TONY 85 RANDLYN RD, MAGALIA Cont: BCM CONSTRUCTION ' 1 -METAL BUILDING I t i ii 6 �y Ir SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature ./� CHECKED BY JOK 0 =; e>� . = Not ReadyApisbcabl- � MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Card B-1 2. Soils; Special MH Support Sketch Card B-1 Date 3. Sewer; Location -Test -Fall -C/O -Concrete PERMANENT END SYSTEM (ONLY) 4. Water; Location -Test -Easement Needed (Sketch) 1. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Pool Lighting; 15 Volts-GFI 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG Q@c.; Enclosures; Conduit Entries -Terminals -Listed 7. Well Clearance & Disconnect Blocking 8. Utility Clearance 4. Gas; MH Test -Demand -Valve 9. Health Department Approval 5. Electricity; MH Test 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 Gas and Electricity Tagged 2. Footings; Size -Spacing -Marriage Line 9. 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector Verify #'s with Office 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Card B-1 9. Tie Downs -Type -Installation Cert. Card B-1 Date 10. Exits; Insp.-Sketch 11. Cert. of Occupancy )SCELLANE YS Date DEC OVERS, CARPORTS, Plans) OK except #'s 1P/Zonina Reauirements-Setbacks-Easements / I ,. 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. sports; Windows -Doors iii Braced Wall Panels Trusses Date :V,!!l Date / /j Card B-1 � �/�� Date Card B-1 Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date 2. Card B-1 Date Card B-1 _ Date PERMANENT END SYSTEM (ONLY) • 1. Zoning Requirements -Setbacks -Easements .5.-".Elec.; Pool Lighting; 15 Volts-GFI 2. Footings; Size -Spacing -Marriage Line Q@c.; Enclosures; Conduit Entries -Terminals -Listed 3. Blocking 8. 4. Gas; MH Test -Demand -Valve 9. Health Department Approval 5. Electricity; MH Test Plumb.; Cir. Test -Water Supply Test 6. Water; MH Test 12. 7. Water and Sewer Connected 8. Gas and Electricity Tagged Card B-1 Date Card B-1 Date 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 )SCELLANE YS Date DEC OVERS, CARPORTS, Plans) OK except #'s 1P/Zonina Reauirements-Setbacks-Easements / I ,. 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. sports; Windows -Doors iii Braced Wall Panels Trusses Date :V,!!l Date / /j Card B-1 � �/�� Date Card B-1 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, Distance-GFI .5.-".Elec.; Pool Lighting; 15 Volts-GFI 6. Q@c.; 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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 U,0 e/,, s15 Loi✓ ck) / t- 4 = OK J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date 73. Card B-1 Date Card B-1 Date 74. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Garage Fire Door; Swing -Landing -Closure 24. Fixture & Transformer Clearance -Ins. Protection A.C. Duct in Garage -Damper 25. Elec. Receptacles Spacing -Lights & Switches at Doors Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Size Boxes & No. of Conductors Stapled Plb.; Elec. & Mech. Equip. Listed for Location 27. Romex Installed Close to Edge of Studs & C.J. Elec. Receptacles in Garage (FF.I.)-Romex Protection 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Insulation -Foam -Looked in Attic 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Guard Rails & Deck Construction -Post Caps 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No Clearance Looked under Floor ❑ Yes 32. Service -Riser Conductors & Ground Main Disconnect Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 33. Equip. Clearances Panels-Motors-Mech. Equip. Stucco Brown -Finish 34. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 35. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 90. 36. A.C. Ducts Insulation & Support 91. 37. Vent Fan, Exhaust above insulation 92. 38. Condensate Drain & Overflow, Size & Grade 93. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 94. 40. Attic Access & Platform if Furnace in Attic Date Address Posted Card B-1 Date Card B-1 Date Fire Sprinkler Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (FF.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE -e -v1 Cee- 2, v4_ (�l3 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at ttLe above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pleas contact this office immediately. we Vilma ire Lf►'vY, "n ot cel- 2O- # -2— Y- L) Y -r) L toy i0J-D a 001 rkn c,- -E-t -�;t (,)/ ch L,4-, )4-' V ek. I v t -4- Uei'v i Date - 1 _ r 3% Inspector /1 / REV 10/92 `' r jt ' r t ce COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 41.1 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE A � R L-�1313 - PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. v. REV 10/92 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION CERTIFICATE OF BOLTING INSPECTION Date: 8/13/04 Client: BCM Construction 2990 Hwy 32 Ste. 100 Chico, CA 95973 Project: Devencenzi Shop Inspector: A. Joiner Bolt Size in dia(lbs) Req'd Tension Test Torque ft -lbs Turn of the Nut turn past snug) Impact Test sec 3/a" 28,000+5% 1/3 DESCRIPTION OF WORK Arrived at the jobsite at 1130 hrs. to perform special inspection of high strength bolting at the Ridge and Haunches. Before tightening the bolts we verified that the materials used in this assembly were in conformance with the requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. The bolts used in this structure are'/4" diameter A325 grade high strength bolts with hardened steel washers beneath hardened steel nuts. _.. The Turn -of -Nut Tightening method was used per Section 8(d)(1). A representative sample of 3 bolts from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension -indicating device. This was done to verify the estimated snug -tight condition and to ensure that the controlling turns past snug -tight per Table 5 will develop a tension not less than five percent greater than the tension required by Table 4 of the RSCS specifications. We also verified that there was no rotation of any of the bolts during the tightening operation. Each bolt assembly was installed and tightened to a snug -tight condition by the contractor prior to tightening. There were a total of 46 bolts in the structure, all were tightened using the above mentioned procedure. Based on the above mentioned procedure, it is our judgment that all A325W-bolts installed in the structure have been properly tensioned in accordance with the RCSC Sptural Joints contained in the AISC Manual for Steel Construction. t. A. Joiner C E Inspector C-038 /31/05 ICBO # 5028458-85 Staff Engineer 3060 Thorntree Drive, Suite 10 ° Chico, CA 95973 ° Telephone: (530) 891-6625 ° Facsimile: (530) 891-4243 ED AUG BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION At: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP041313 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/13/2004 APN: 056-270-014-000 the Business and Professions Code, and my license is in full force and effect. License Class: $ Li cse Nu 3' S Site Address: 85 RANDLYN RD MAG Date: 1- 17 -0" Contractor:" �--= --- Map Index: Description: METAL BUILDING (800) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: DEVENCENZI GEORGE A to its issuance, also requires the applicant for such permit to file a P O BOX 267 signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section MAGALIA, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95954 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions BCM CONSTRUCTION COMPANY INC.Code: Applicant: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 2990 HIGHWAY 32 STE#100 year of completion, the owner -builder will have the burden of CHICO, CA 95973 proving that he or she did not build or improve for the purpose of sale.). (530) 342-1722 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: BCM CONSTRUCTION COMPANY INC pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code 2990 HIGHWAY 32 STE#100 Date: Owner: CHICO, CA 95973 (530) 342-1722 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 License #: 737157 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 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: — `i n L )I, -,:S ,,nLa. C m}4" -- it>i> \ 00 6 2 Policy #: Total Square Ft: 800 S.F. ❑ 1 certify that in the performance of the work for which this permit is Valuation: $19,200.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Secfion 3700 of the Labor Code, I shall forthwith comply with those provisions. -AS--Z).44 Date: Applicant: _ r.- , WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of , d 'T�1 7-0 . compensation, damages as provided for in Section 3706 of the Labor T code, interest, and attomey's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Bufte County Coda anfUOr I hereby affirm that there is a construction lending agency for the Resolutio to do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) = 7. 13 - 04 By: Date: Name: PER XPIRES ON: 7• 1.3. eD5 Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of an fficial form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. \ \ IGG 1 1�Ci;� Print Name: �J—+a1`±V%� Signature: Date: ❑ Owner Contractor 0 Agent for Owner ❑ Agent for Contractor COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: De V E i le- E ,_I t ASSESSOR PARCEL NUMBER Proposed Building Use: 1�E�X-.L _ 15L-0 G ��z�1 Counter Technician: �" Date: �� 7/0 Items required in ordepo apply for a permit. All boxes MUST b checked OR marked NA in order to apply. %y"• 1. Site plans 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 planoor 4 sets, with wet signature on plans AND 2 sets of stamped and.signed calculations. '❑ 4. Engineered truss etails and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in trir�icate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs p 12. Letter of intent for non-residential buildings �j 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 ❑ 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........................................................................ IV -23. California Department of Forestry plan approval,Zpaid. Sent by: ............. �--6Lf 24. Planning approval (A) Use: B)Parking: (C) Parcel Check: 04_ cX -=(4(a ❑ 25. Contact Land Development about _ Improvements, _ Drainage .....................:... - 26. NPDES Form............................................................................................. 0 27` Encroachment Permit for driveway from the Public Works Dept .......................... ❑ 28. Pre -Inspection for " required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification)..... ............... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations andlor expired permits......................................................... ❑ 36. Deed Restriction.........."''.......................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone 5s4 Z-2 . r 7 -2- 2 and hold for pickup. I have been inforyoed of 01 above items and requ�ements for obtaining a building permit. Applicant: 446CEtZ`-- Date: 1. Index perms applicatio for the above items nu r 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Plans reviewed by: Date: Plans approved by: Structural reviewed by: Date: Structural approved by' Note transfer by: Date: Y8 'Id' D' ' e11ow:wing ivision S -7-04 Plan Check Letter Date: Date: Date : . Date: E.H. USE C b Plot Plan AttacMd 14 Flow Plan Aluchad Sam to B.D. I ,5-6-0 1� Gui u. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 1 R -oil Owner Owner Lo qaon AP# Plan Approved for: Sewage D'ososal Water Supply: P blic Private Well X— =g -'Ot er gDatmSIT Clearance for dwell' . Hold final for: Final clearance O.K. for: NOTE: Env onmental Health Speci list Date 8/96 �� National Pollutant Discharge.. Eli mi nation System (NPDES) Phase 11 Construction Storm Water Permit and. Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN 1 ACREl Project Title: , --�PrnCP.n2 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 grading4nd/or other permits or other sanctions provided by law. Signed: Title: Date: Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 5384541 (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 returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: C � �. %/2Jt.��'1G��'!Z� Phone: 0-73 , Oct6(,. Mailing Address (JR a Simi" Site Address: Assessor's Parcel Number: 05G — Z"'10 — 0I.4 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 MFORMATION: 1. Is there a primary dwelling on the property? Yes No ❑ 2. Is the structure already built, under construction. or under notice of code violation? Yes Nos 3. Will items produced in this building be offered for sale? Yes ❑ No Ea 4. Will the public have access to this building? Yes ❑ Nou 5. Will any advertising, on or off site. be associated with the use of this building? Yes ❑ No's SITE CONDITIONS: 6. Is the structure foundation within Y of septic tank or 10' of leach lines? Yes ❑ NOU 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ Nog 9. Will the proposed structure encroach within any recorded easement? Yes ❑ Hog CONSTRUCTION FEATURES: Yesig No ❑ 10. Will this building have insulated floor, walls, or ceiling? 11. Will this building be heated or cooled? YesEl No ❑ 12. Will this building have a water dosethoilet? Yes ❑ No 13. Will this building have a sink? Yes ❑ No Ej 14. Will this building have a water heater? Yes ❑ Nog 15. What type of floor covering sill the building have? 16. What type of mall covering will the building have? S�Z3 �R-YwRI.L OVER I ^f? .�-V PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and not be used for any other purpose (no bathroom and no heating or cooling). it will 2. ❑ 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 req it 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely 4. JqResidential Occupancy — Structures meant to be occupied, as opposed to a storage shed. garage, or carport. If you checked #t, please check the uses below which best fit this building ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room .0 Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio D Artist Studio OHobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop n 0 Home Occupancy 2 ❑ Other— Use = 1. r "orwaebhop :. Mm be If - -d by &e Bute cowry Pbsoing Dir6ioo. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the emplanation /o Sw /dl!j� &, /I be r»s�l4�ed buaoae.oS- �>�. �!d ►tom.-- m ��,ati� hwkd b!3 w c,,a11 /&a*ee• and a "all mo" -k4 -r1. ar'-r corWN;*rw v - Additional Information: 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 Nearby aT= under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Ow'ner's Name: Please Print c�w�L /,C U2ncr2.nZ( Owner's Signature: Date:�- 2 of 2 r 24-235 "WP" (Watershed Protection Overlay) Zone. i` Chapter 24 ZONING" 24-235 "WP" (Watershed Protection Overlay) Zone. Page 1 of 1 (a) Purpose and intent. This district classification is intended to be utilized as an overlay zone which shall be overlaid onto other zoning districts to establish the boundaries of a watershed, and for the following purposes: (1) To protect the county's surface and ground water resources. (2) To reduce future governmental costs by preserving public water supplies. (3) To recognize the essentially public nature of the land and water resources of a watershed, and t�at their continued vitality is directly related to the social and economic welfare of the county and its communities. (4) To protect the public health, safety and welfare by requiring such additional restrictions upon the use of the land as are necessary to retain the natural balance and integrity of a watershed. (5) To recognize the uniqueness of each watershed by basing the selection of the most effective measures for their protection upon an evaluation of the soils, climatic conditions, topography, vegetation, drainage patterns, and any other specific conditions unique to the watershed. (6) To allow the county or its citizenry to identify watersheds where a natural or man-made imbalance in the environmental system occurs and provide a means for repairing or restoring the natural functions of these watersheds. (b) Adoption of policies, procedures and standards: (1) In recognition of the unique characteristics of each watershed and the need for individual evaluation, the policies, procedures and standards for each watershed shall be adopted on an individual basis by ordinance in conjunction with adoption of a "WP" Zone for a watershed. The procedure for adopting said policies, procedures, and standards shall be in accordance with sections 24-25.20 through 24-25.45 of this chapter. (c) Application: (1) The "WP" appearing after a zoning designation on the comprehensive zoning plans indicates that the property so classified is subject to the provisions of this article in addition to those of the underlying district onto which it is overlaid. (2) The regulations of the "WP" district specified within this Article and as specified in an ordinance adopting policies, procedures and standards shall prevail over any conflicting regulations of any zoning district onto which the "WP" district is overlaid. (Ord. No. 3176, § 1(Exh. A), 1-24-95; Ord. No. 3431, § 1, 6-9-98) http://municipalcodes.lexisnexis.com/codes/butteco/ DATA/CHAPTER24/24 235 WP . 7/6/2004 24-235.10 Policies, procedures and standards for the Firhaven Creek, Paradise Reservoir, ... Page 1 of 2 24-235.10 Policies, procedures and standards for the Firhaven Creek, Paradise Reservoir, and Magalia Reservoir watersheds. (a) Land use. (1) Current lot or parcel sizes in the Firhaven Creek Watershed shall be stringently maintained. No further division of lots or parcels shall be permitted. (2) Current zoning shall be maintained within the Magalia Reservoir, Paradise Reservoir and Firhaven Creek Watershed. Consideration of zoning proposals to a larger minimum parcel size is allowed. (3) No change in zoning shall be made and no use permit shall be issued unless and until the individual and cumulative impact of additional sewage disposal and surface water runoff created by new development which such zone change or use permit might allow can be proven to the approving authority by the applicant(s) to have no adverse effects upon the water quality of the watershed. (4) Notwithstanding the permitting requirements in any zone district which underlies the watershed protection zone, a second dwelling unit pursuant to section 24-280 shall require a use permit within the boundary of the watershed protection zone. (5) Notwithstanding the provisions of any zone district which underlies the watershed protection zone, the use of the flexible lot size provisions in section 24-82 shall not be allowed within the boundary of the watershed protection zone. (b) Sewage disposal: (1) A one hundred -foot sewage disposal setback from a perennial stream, a fifty -foot setback from an ephemeral stream or drainage way, and a two hundred -foot setback from a lake or reservoir shall be strictly enforced for all lots or parcels within the Firhaven Creek, Paradise Reservoir and Magalia Reservoir watersheds regardless of the date the lot or parcel was created. (2) Appendix VII of the Butte County Improvements Standards for Subdivisions and Parcel Maps and Site Improvements pursuant to Chapter 20 of the Butte County Code which now applies only to single-family residential lots or parcels created after April 4, 1974, shall also apply to all other development, including multi -family residential, commercial, and industrial, on all lots or parcels regardless of date of creation. The gallonage of sewage application shall be pro -rated in proportion to the usable area of the lot or parcel as determined in accordance with Appendix VII, using the Table I value of three hundred fifty (350) gallons/day area requirement. a. A variance may be granted, pursuant to section 19-21 of the Butte County Code, only on an existing lot or parcel when special circumstances are applicable to the property involving the soil characteristics, topography, or surrounding property characteristics. Variances may be granted only to the usable area requirements of Appendix VII, Table 1. Cumulative effects within the hydrologic basin shall be considered prior to issuance of any variance. In no event shall a variance be granted that would provide less usable area than the requirements of Butte County Code, Chapter 19, section 19-12. b. An application for a variance shall be made in writing on a form prescribed by the health department. Upon receipt of the application, the health officer together with the manager of the Paradise Irrigation District, and the chairman of the water committee of the Upper Ridge Coordinating Council, shall make an investigation to determine whether a variance should be granted. At the conclusion of the investigation, the director of environmental health shall prepare a written order granting or denying the variance, and shall include in such written order specific findings of fact and reasons for its granting or denial. c. If the environmental health division of the health department denies the application for variance, the applicant may file an appeal with the state regional water quality control board within ten (10) days after denial. The decision by the state regional water quality control board shall be final. (c) Erosion control measures. (1) All driveways for new home sites on new or existing lots shall be surfaced with at least two (2) inches of Class 2 aggregate base, unless required to be developed to a higher standard. (2) All roads created as a result of any land division shall be surfaced with a minimum of two (2) inches of Class 2 aggregate base, to a minimum width of twenty (20) feet, unless required to be http://municipalcodes.lexisnexis.comlcodeslbuttecol DATAICHAPTER24/24 235 10 Poli... 7/7/2004 ' 24-235.10 Policies, procedures and standards for the Firhaven Creek, Paradise Reservoir, ... Page 2 of 2 developed to a higher standard by other code requirements. This standard shall apply from a maintained county road, or existing road of a higher standard, through the parcel being divided. (3) All roads and driveways shall meet the minimum requirements as prescribed by Public Resources Code 4290 and 4291 and Butte County Fire Safe Regulations, or as prescribed by the Butte County Department of Public Works. 1904ALrosion and sediment control plans, including provisions for wet weather conditions, shall be submitted with all building permits, discretionary development projects, and grading plans, excluding structures that fall under the provisions of section 26-3.1 of the Butte County Code. The erosion and sediment control plans shall include both temporary (first year) and permanent erosion control protection measures that prevent sediment and other pollutant discharges from reaching watershed drainages and streams. The erosion and sediment control plans shall comply with the recommendations of a qualified professional involved in the preparation of erosion control plans. Said plans shall be reviewed and approved by the department of development services. V( ?The erosion and sediment control plan shall include the time of year for construction activities. No soil disturbance shall occur after November 15 or before April 1 unless the director of development services, or his or her authorized agent, determines project soil conditions to be adequate to accommodate development activities. All such areas where land clearing has been completed between April 1 and November 15 shall be revegetated, hydroseeded, mulch protected or otherwise stabilized no later than December 1. Should grading be permitted during the rainy season, the smallest practicable area of erodible land shall be exposed at any one time and the time of exposure shall be minimized. Temporary erosion control measures shall be in place on a daily basis. (6) No structures shall be placed within two hundred (200) feet of the high water mark of the Paradise or Magalia Reservoirs or within fifty (50) feet of the top of the bank of any perennial or ephemeral water course, as shown on the most recent edition of USGS 7.5 minute topographic maps, in the Firhaven Creek, Paradise Reservoir, and Magalia Reservoir watersheds. This provision shall not preclude development on a parcel that would otherwise become undevelopable due to this provision. (7) The location of homesites (building envelopes) shall be shown on all future parcel and subdivision maps in the Firhaven Creek, Paradise Reservoir, and Magalia Reservoir watersheds. (8) Erosion and sediment control plans prepared by a qualified professional involved in the preparation of erosion control plans shall be submitted for all three -acre exemption conversion timber operations in the Firhaven Creek, Paradise Reservoir, and Magalia Reservoir watersheds. (9) Three -acre exemption conversion timber harvest operations shall not be conducted in the Firhaven Creek, Paradise Reservoir, and Magalia Reservoir watersheds during the period from November15 to April 1. (Ord. No. 3431, § 2, 6-9-98; Ord. No. 3536, § 3, 7-13-99; Ord. No. 3560, § 9, 10-12-99) http://municipalcodes.lexisnexis.com/codes/butteco/ DATA/CHAPTER24/24 235 10 Poli... 7/7/2004 Date: 4/14/2004 &— Design Report CA 0400493-01 Time: 1:37 PM Page: 1 of 51 VP Buildings, Inc. 3200 Players Club Circle Memphis, TN 38125-8843 STRUCTURAL DESIGN DATA Project: TONY DEVENCENZI Name: CA0400493-01OE1 Builder PO #: TONY DEVENCENZI Jobsite: PO BOX 267 City, State: MAGALIA, California 95954 County: Butte Country: United States TABLE OF CONTENTS Letterof Certification............................................................................................................................................................................... 2 BuildingLoading - Expanded Report .......................................................................................................................................................4 Reactions- Expanded Report ................................................................................................................................................................... 9 Bracing-. Summary Report .....................................................................................................................................................................20 Secondary- Summary Report .................................................................................................................................................................25 Framing - Summary Report ..................................................................... Covering - Summary Report ...................................... Changes _and adclitions have keen made on Elie fo`llowng� es: T—�0 �>--3-,, r733,x)=, VPC File:CA0400493-01 OEl.vpc .tl� C) L(-/ 31 bum cov. s ANG DEPA VPC Vers' :4.Sd / 7 VP BUILDINGS VARCO.PRUDFN Contact: SCOTT J. JANUARY Name: BCM CONSTRUCTION Address: 2900 HIGHWAY 32 SUITE 100 City, State: CHICO, California 95973 Country: United States Design Report CA 0400493-01 Project: TONY DEVENCENZI Builder PO #: TONY DEVENCENZI Jobsite: PO BOX 267 City, State: MAGALIA, California 95954 County, Country: Butte, United States Date: 4/14/2004 Time: 10:22 AM Page: 2 of 51 This is to certify that the above referenced VP BUILDINGS project has been designed for the applicable portions of the following Building Code and in accordance with the order documents which have stipulated the following applied environmental loads and conditions: Overall Building Description Shape Overall Width Overall Len Floor Area s . ft. Wall Area (sq. ft. Roof Area Max. Eave (sq. ft. Height Min. Eave Height 2 Max. Roof Pitch Min. Roof Pitch Peak Height shop 20/0/0 40/0/0 800 1457 803 12/0/0 12/0/0 1.000:12 .1.000:12 12/10/0 Loads and Codes - Shape: shop City: MAGALIA County: Butte State: California Country: United States Building Code: 2001 California Building Code Built Up: 89AISC Rainfall: 4.00 in per hour Based on Building Code: 1997 Uniform Building Code Cold Form: 89AISI Allow. Overstress: Building Use: Standard Occupancies Frm: 1.03, Sec: 1.03, Brc: 1.03 Dead and Collateral Loads Live Load Collateral Gravity:3.00 psf Roof Covering + Second. Dead Load: 2.84 psf Live Load: 20.00 psf Not Reducible Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf LL for Below Eave Canopy:N/A . Wind Load Snow. Load Seismic Load Wind Speed: 76.00 mph Ground Snow Load: 70.00 psf Seismic: Zone 3 Wind Exposure (Factor): B (0.607) Roof Snow Load: 70.00 psf Seismic Importance: 1.000 Parts Wind Exposure Factor: 0.607 Design Snow (Sloped): 70.00 psf Framing Seismic Period: 0.2257 Wind Enclosure: Enclosed Snow Exposure Category (Factor): 1 Fully Exposed Bracing Seismic Period: 0.1289 (1.00) Wind Importance Factor: 1.000 Snow Importance: 1.000 Framing R -Factor: 4.5000 Base Elevation: 0/0/0 Ground / Roof Conversion: 1.00 Bracing R -Factor: 5.6000 Primary Zone Strip Width: N/A % Snow Used in Seismic: 25.00 Soil Profile Type: Stiff soil (D, 4) Parts / Portions Zone Strip Width: 2/0/0 Seismic Snow Load: 17.50 psf Frame Redundancy Factor: 1.0000 Basic Wind Pressure: 8.98 psf Brace Redundancy Factor: 1.0000 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.1800 Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Buildi 0-kll3b)$P�rple Engineer to obtain all code and loading information for this specific building site. Q ✓�� F� The steel design is in accordance with VP BUILDINGS standard design practices, which have been �GDON� � sttsa i hed based upon pem eCft ocedures and recommendations of the following organizations :(, 64550 m American Institute of Steel Construction (AISC) American Iron Steel Institute w cr_ and (AISI) XP 06-30-07 American Welding Society (AWS) [D1.1] American Society for Testing and Materials (ASTM) Metal Building Manufacturers Association (MBMA) CIV1L ��Q AISC Category MB Manufacturer Certification. %q p� TFOF CWF This certification DOES NOT apply to the design of the foundation or other on-site structures or components not supp jed by VP BUILDINGS, nor does it apply to unauthorized modifications to framing systems provided by VP BUILDINGS. Furthermore, it is understood that certification is based upon the premise that all components furnished by VP BUILDINGS will bee structed in strict compliance with pertinent documents furnished by VP BUILDINGS. �?,QF ESS/p419 Sincerely, �GDONG P.E. Prepared by: Reviewed by: C 64550 m UILDINGS rn 3200 Players Club Circle, Memphis TN 38125-8843 EXP. 06-30-07 OF VPC File: CA0400493-0IOE1.vpc VPC Version :4.5d Date: 4/14/2004 &— Design Report CA 0400493-01 Time: 10:22 Alva Page: 3 of 51 The Structural Design and/or Manufacture of this VP BUILDINGS building will be or has been at one of the following VP Buildings locations: Rainsville, AL ..... VP Alabama Plant...........................[Manufacture Only] Memphis, TN ........ VP Headquarters............................[Design Only] Pine Bluff, AR..... VP Arkansas Service Center .......... [Design and Manufacture] Turlock, CA......... VP California Service Center ......... [Design and Manufacture] St. Joseph, MO ..... VP Missouri Service Center ........... [Design and Manufacture] Kemersville, NC ... VP North Carolina Service Center.[Design and Manufacture] VanWert, OH ........ VP Ohio Service Center.................[Design Only] Evansville, WI ....... VP Wisconsin Service Center ........ [Design and Manufacture] Monterrey, Mx ....... VP Mexico Service Center ............ [Design and Manufacture] Additional Structural Material may be fabricated and provided for use in a VP Buildings building by one of the following fabricators: BAR JOISTS - SMI, Inc. Hope, AR SMI, Inc. Fallon, NV SMI, Inc. Starke, FL SMI, Inc. Iowa Falls, IA SMI, Inc. Cayce West Columbia, SC Hancock Salem, VA Canam Washington, MO Vulcraft Grapeland, TX Vulcraft Norfolk, NE Vulcraft Florence, SC Vulcraft Brigham City, UT ISP El Paso, TX Socar Florence, SC Quincy Quincy, FL New Millennium Building Systems Butler, IN STRUCTURAL STEEL FABRICATION Addison Steel, Inc. Orlando, FL PKM Steel Service, Inc. Salina, KS Qualico Steel Co. Inc. Webb, AL (This information is presented in compliance with VP Buildings' AISC Certification responsibilities.) VPC File:CA0400493-01 OEl.vpc VPC Version :4.5d JOB NOTES NOTE ON DRAWINGS: No: CA0400493-01 Page:3-1 Date:04/14/2004 Prepared by:XG 1. Frames at grid line 2 and line 4 are designed as non -expandable frames. No future addition is allowed. NOTE TO DETAILER: 1. Flush base plates at inside flange of all side-wall columns. 2. There is a special setback 2'- 0" at grid line 1. Special girt clips are called out for end -wall girt connections as shown on page 26.1. 3. Add anti -roll purlin clips (ARC!) on specified locations as shown on page 33, 34. Wind Load Wind Speed: 76.00 mph Wind Enclosure: Enclosed Height Used: 15/0/0 (Type: Mean) Base Elevation: 0/0/0 Primary Zone Strip Width: N/A Velocity Pressure: (qz) 14.79 psf Wind Exposure (Factor): B (0.607) Basic Wind Pressure: 8.98 psf Snow Load Ground Snow Load: 70.00 psf Roof Snow Load: 70.00 psf Design Snow (Sloped): 70.00 psf Snow Importance: 1.000 Ground / Roof Conversion: 1.00 Seismic Load Seismic: Zone 3 Seismic Importance: 1.000 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.1800 Framing R -Factor: 4.5000 Bracing R -Factor: 5.6000 Side Type Date: 4/14/2004 &- Design Report CA 0400493-01 Time: 10:22 AM Applied to 1 Page: 4 of 51 Building Loadin' g�- Expanded Re -ort psf Shape : shop Frm Loads and Codes - Shape: shop E City: MAGALIA County: Butte State: California Country: United States Building Code: 2001 California Building Code Built Up: 89AISC Based on Building Code: 1997 Uniform Building Code Cold Form: 89AISI Building Use: Standard Occupancies Rainfall: 4.00 in per hour Allow. Overstress:Frm: 1.03, Sec: 1.03, Brc: 1.03 Frm Dead and Collateral Loads E Collateral Gravity:3.00 psf Frame Weight (assumed for seismic):2.50 psf Collateral Uplift: 0.00 psf Brc Side Type Mag Units Shape Applied to Description A D 2.839 psf Entire Frm Covering Weight - 26 Panel Rib + Secondary Weight 1.89: Roof: A A D 0.950 psf Entire Pur Covering Weight - 26 Panel Rib: Roof. A B D 2.839 psf Entire Frm Covering Weight - 26 Panel Rib + Secondary Weight 1.89 : Roof: B B D 0.950 psf Entire Pur Covering Weight - 26 Panel Rib: Roof: B Live Load Brc Live Load: 20.00 psf Not Reducible LL for Below Eave Canopy:N/A Wind Load Wind Speed: 76.00 mph Wind Enclosure: Enclosed Height Used: 15/0/0 (Type: Mean) Base Elevation: 0/0/0 Primary Zone Strip Width: N/A Velocity Pressure: (qz) 14.79 psf Wind Exposure (Factor): B (0.607) Basic Wind Pressure: 8.98 psf Snow Load Ground Snow Load: 70.00 psf Roof Snow Load: 70.00 psf Design Snow (Sloped): 70.00 psf Snow Importance: 1.000 Ground / Roof Conversion: 1.00 Seismic Load Seismic: Zone 3 Seismic Importance: 1.000 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.1800 Framing R -Factor: 4.5000 Bracing R -Factor: 5.6000 Side Type Mag Units Shape Applied to 1 E 0.614 psf Entire Frm 1 E 0.552 psf Entire Brc 2 E 0.348 psf Entire Frm 2 E 0.313 psf Entire Brc 3 E 0.553 psf Entire Frm 3 E 0.498 psf Entire Brc 4 E 0.378 psf Entire Frm 4 E 0.340 psf Entire Brc A E 5.168 psf Entire Frm A E 4.651 psf Entire Brc B E 5.168 psf Entire Frm B E 4.651 psf Entire Brc Gust Factor: 1.6506 Wind Importance Factor: 1.000 Least Horiz. Dimension: 20/0/0 Parts / Portions Zone Strip Width: 2/0/0 qz= 0.00256 • (1.00) • (76.00)A2 • (1.00) Snow Exposure Category (Factor): 1 Fully Exposed (1.00) Rain Surcharge: 0.00 Slope Reduction: 1.00 Slope Used: 4.764 ( 1.000:12 ) Seismic Snow Load: 17.50 psf Frame Redundancy Factor: 1.0000 Brace Redundancy Factor:1.0000 Soil Profile Type: Stiff soil (D, 4) Framing Seismic Period: 0.2257 Bracing Seismic Period: 0.1289 Seismic Period Height Used: 12/0/0 Description Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 2.12: Wall: 1 Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 2.12 : Wall: 1 Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 0.79: Wall: 2 Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 0.79: Wall: 2 Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.81: Wall: 3 Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.81: Wall: 3 Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 0.94: Wall: 4 Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 0.94: Wall: 4 Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.89 + 17.500 Snow + Seismic (Includes 3.000 Collateral 2.500 Frame Weight) : Roof: A Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.89 + 17.500 Snow + Seismic (Includes 3.000 Collateral 2.500 Frame Weight) : Roof: A Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.89 + 17.500 Snow + Seismic (Includes 3.000 Collateral 2.500 Frame Weight) : Roof: B Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.89 + 17.500 Snow + Seismic (Includes 3.000 Collateral 2.500 Frame Weight) : Roof: B VPC File:CA0400493-01 OEI.vpc VPC Version :4.5d Date: 4/14/2004 &- Design Report CA 0400493-01 Time: 10:22 AM Page: 5 of 51 Deflection Conditions Frames are vertically supporting:Metal Roof Purlins and Panels Frames are laterally supporting:Metal Wall Girts and Panels Purlins are supporting:Metal Roof Panels Girts are supporting:Metal Wall Panels Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. Design Load Combinations - Framing No. Origin Factor Application Description 1 System 1.000 1.0 D + 1.0 CG + 1.0 L D + CG + L 2 System 1.000 1.0 D + 1.0 CG + 1.0 S D + CG + S 3 System 1.000 1.0D+I.0CG+1.0USI +CG+USI* 4 System 1.000 1.0 D + 1.0 CG + 1.0 *US 1 D + CG + *USI 5 System 1.333 1.0D+1.0W1> D+WI> 6 System 1.333 1.0D+1.0<WI D+<W1 7 System 1.333 1.0 D + 1.0 CG. + 0.250 S + 0.714 E> D + CG + S + E> 8 System 1.333 1.0D+1.0CG+0.2505+0.714<E D+CG+S+<E 9 System 1.333 1.0 D + 0.500 S + 1.0 W 1> D + S + W 1> 10. System 1.333 1.0 D + 0.500 S + 1.0 <WI D+S+<WI 11 System 1.333 1.0 D + 1.0 CG + 1.0 S +.0.500 WI > D + CG + S + W 1> 12 System 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 <W 1 D + CG + S + <W I 13 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 F> D + CG + S + F> 14 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 <E D + CG + S + <E 15 Special 1.700 0.900 D + 0.900 CG + 2.800 E> D + CG + E> 16 Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 17 Special 1.700 1.200 D + 1.200 CG + 2.800 E> D + CG + E> 18 Special 1.700 1.200 D + 1.200 CG + 2.800 <E D + CG + <E 19 System Derived 1.333 1.0 D + 1.0 WP + 1.0 WB 1> D + WP + WB 1> 20, System Derived 1.333 1.0 D. + 0.500 S + 1.0 WP + 1.0 WB 1> D + S + WP + WB 1> 21 System Derived 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 WP + 0.500 WB 1> D + CG + S + WP + WB 1> 22 System Derived 1.333 1.0 D+ 1.0 WP + 1.0 <WB1 D + WP + <WBI 23 System Derived 1.333 1.0 D + 0.500. S + 1.0 WP + 1.0 <WBI D + S + WP + <WBI 24 System Derived 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 WP + 0.500 <WB 1 D + CG + S + WP + <WB 1 25 System Derived 1.333 1.0 D + 1.0 CG + 0.250 S + 0.214 E> + 0.714 EB> D + CG + S + F> + EB> 26 System Derived 1.333 1.0 D + 1.0 CG + 0.250 S + 0.214 <E + 0.714. EB> D + CG + S + <E + EB> 27 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 EB> D + CG + S + EB> 28 Special 1.700 0.900 D + 0.900 CG + 2.800 EB> D + CG + EB> 29 Special 1.700 1.200 D + 1.200 CG + 2.800 EB> D + CG + EB> 30 System Derived 1.333 1.0 D + 1.0 CG + 0.250 S + 0.214 E> + 0.714 <EB D + CG + S + Fj + <EB 31. System Derived 1.333 1.0 D + 1.0 CG + 0.250. S + 0.214 <E + 0.714 <EB D + CG + S + <E + <EB 32 Special 1.700 1.200 D + 1.200. CG + 0.250 S + 2.800 <EB D + CG + S + <EB 33 Special 1.700 0.900 D + 0.900 CG + 2.800 <EB D + CG + <EB 34. Special 1.700 1.200 D + 1.200 CG. + 2.800 <EB D +. CG +. <EB Design Load Combinations - Bracing No. Origin Factor Application Description 1 System 1.333 1.0 W 1> W 1> 2 System 1.333 1.0<Wl <WI 3 System 1.333 0.714 F> E> 4 System 1.333 0.714 <E <E Desian Load Combinations - Purlin No. Ori 'n Factor Application Description 1 System 1.000 1.0 D + 1.0 CG + 1.0 L D + CG + L 2 System 1.000 1.0 D+ 1.0 CG + 1.0 S D + CG + S 3 System Derived 1.333 1.0 D + 1.0 CG + 0.250 S + 0.714 EB> D + CG + S + EB> 4 System Derived 1.700 1.200 D + 1.200 CG + 0.250 S + 1.0 EB> D + CG + S + EB> 5 System Derived 1.333 1.0 D + 1.0 CG + 0.250 S + 0.714 <EB D + CG + S + <EB 6 System Derived 1.700 1.200 D + 1.200 CG + 0.250 S + 1.0 <EB D + CG + S + <EB 7 System Derived 1.333 1.0D+1.0W1>+1.0WB1> D+WI>+WBI> 8 System Derived 1.333 1.0 D+ 1.0 <W2 + 1.0 WB 1> D + <W2 + WB1> 9 System Derived 1.333 1.0D+0.500S+1.0W1>+1.0WB1> D+S+WI>+WB1> 10 System Derived 1.333 1.0 D + 0.500 S + 1.0 <W2 + 1.0 WB I> D + S + <W2 + WB 1> 11 System Derived 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 W1>+0.500WB1> D+CG+S+WI>+WB1> 12 System Derived 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 <W2 + 0.500 WB 1> D + CG + S + <W2 + WB 1> 13 System Derived 1.333 1.0D+1.0Wl>+1.0<WB1 D+WI>+<WB1 VPC File:CA0400493-01 OEl.vpc VPC Version A.5d Design Load Combinations - Roof - Panel No. No. Origin Date: 4/14/2004 &- 1 Design Report CA 0400493-01 Time:10:22 AM 1.333 1.0 WI> W1> 2 Page: 6 of 51- System 14 System Derived1.333 3 1.0 D + 1.0 <W2 + 1.0 <WB 1 D + <W2 + <WB 1 1.333 1.0 W3> 15 System Derived 1.333 1.OD+0.500S+1.OW1>+1.0<WB1 D+S+WI>+<WBI <W4 16 System Derived 1.333 1.0 D + 0.500 S + 1.0 <W2 + 1.0 <WB 1 D + S + <W2 + <WBI 5 17 System Derived 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 W 1> + 0.500 <WB 1 D + CG + S + WI> + <WB 1 USI* 18 System Derived 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 <W2 + 0.500 <WB 1 D + CG + S + <W2 + <WB I Design Load Combinations - Girt Unbalanced Snow Load 2, Shifted Left SD Design Load Combinations - Roof - Panel No. No. Origin Factor Application Description 1 1 System 1.333 1.0 WI> W1> 2 2 System 1.333 1.0 <W2 <W2 3 3 System 1.333 1.0 W3> W> 1.000 4 System 1.333 1.0 <W4 <W4 Design Load Combinations - Roof - Panel No. Ori'n Factor Application Description 1 System 1.000 1.0 D+ 1.0 S D+ S 2 System 1.333 1.0 D+ 1.0 WI> D+ W1> 3 System 1.333 1.0 D + 1.0 <W2 D + <W2 Design Load Combinations Wall - Panel No. I Ori'n Factor I Application Description 1 I System 2 System 1.333 1.0 Wl> 1.333 1.0 <W2 1Wl> kW2 Deflection Load Combinations - Framing No. Origin Factor Def H Def V Application Description 1 System 1.000 60 0 0.750 Wl> W1> 2 System 1.000 60 0 0.750 <W1 <W I 3 System 1.000 60 0 0.750 WP WP 4. System 1.000. 60 0 0.600 E> E> 5 System 1.000 60 0 0.600 <E <E Deflection Load Combinations - Purlin No. Origin I Factor I Deflection Application Description I. System 1 1.000 1 150 11.0s S Deflection Load Combinations - Girt No. Origin Factor Deflection Application Description 1 System 1.000 120 0.750 WI> WI> 2 System 1.000 120 0.750 <W2 <W2 3 System 1.000 120 0.750 W3> W3> 4 System 1.000 120 0.750 <W4 <W4 Deflection Load Combinations - Roof - Panel No. I Origin I Factor I Def H I Def V I Application IDescription 1 I System 1 1.000. 1 150 1 150. 11.0 S Is Load Type Descriptions D Material Dead Weight C Collateral Load CG Collateral Load for Gravity Cases CU Collateral Load for Wind Cases L Live Load ASL^ Alternate Span Live Load, Shifted Right ^ASL Alternate Span Live Load, Shifted Left PI -2 Partial Live, Full, 2 Spans S Snow Load USI* Unbalanced Snow Load 1, Shifted Right *USI Unbalanced Snow Load 1, Shifted Left US2* Unbalanced Snow Load 2, Shifted Right *US2 Unbalanced Snow Load 2, Shifted Left SD Snow Drift Load PFl Partial Load, Full, 1 Span PHI Partial Load, Half, 1 Span PF2 Partial Load, Full, 2 Spans PH2 Partial Load, Half, 2 Spans W Wind Load WI> Wind Load, Case 1, Right <Wl Wind Load, Case 1, Left W2> Wind Load, Case 2, Right <W2 Wind Load, Case 2, Left W3> Wind Load, Case 3, Right <W3 Wind Load, Case 3, Left W4> Wind Load, Case 4, Right <W4 Wind Load, Case 4, Left W5> Wind Load, Case 5, Right <W5 Wind Load, Case 5, Left W6> Wind Load, Case 6, Right <W6 Wind Load, Case 6, Left WP Wind Load, Parallel to Ridge WPR Wind Load, 11 Ridge, Right WPL Wind Load, 11 Ridge, Left WBI> Wind Brace Reaction, Case 1, Right <WBI Wind Brace Reaction, Case 1, Left WB2> .. Wind Brace Reaction, Case 2, Right <WB2 Wind Brace Reaction, Case 2, Left VPC File:CA0400493-01 OEl.vpc VPC Version :4.5d Date: 4/14/2004 Design Report CA 0400493-01 Time: 10:22 AM Page: 7 of 51 WB3> Wind Brace Reaction, Case 3, Right WB4> Wind Brace Reaction, Case 4, Right WB5> Wind Brace Reaction, Case 5, Right WB6> Wind Brace Reaction, Case 6, Right E Seismic Load <E Seismic Load, Left EG+ Vertical Seismic Effect, Additive EB> Seismic Brace Reaction, Right FL Floor Live Load *FL Alternate Span Floor Live Load, Shifted Left AL Auxiliary Live Load *AL> Auxiliary Live Load, Right, Left <*AL Auxiliary Live Load, Left, Left *AL Aux Live, Left *AL>(1) Auxiliary Live Load, Right, Left, Aisle 1 <*AL.(1) Auxiliary Live Load, Left, Left, Aisle 1 *AL(1) Aux Live, Left, Aisle 1 *AL>(2) Auxiliary Live Load, Right, Left, Aisle 2 <*AL(2) Auxiliary Live Load, Left, Left, Aisle 2 *AL(2) Aux Live, Left, Aisle 2 *Al>(3) Auxiliary Live Load, Right, Left, Aisle 3 <*AL(3) Auxiliary Live Load, Left, Left, Aisle 3 *AL(3) Aux Live, Left, Aisle 3 *AL>(4) Auxiliary Live Load, Right, Left, Aisle 4 <*AL(4) Auxiliary Live Load, Left, Left, Aisle 4 *AL(4) Aux Live, Left, Aisle 4 *AL>(5) Auxiliary Live Load, Right, Left, Aisle 5 <*AL(5) Auxiliary Live Load, Left, Left, Aisle 5 *AL(5) Aux Live, Left, Aisle 5 ALB> Aux Live Bracing Reaction, Right WALB> Wind, Aux Live Bracing Reaction, Right ALB>(1) Aux Live Bracing Reaction, Right, Aisle 1 WALB>(1) Wind, Aux Live Bracing Reaction, Right, Aisle 1 ALB>(2) Aux Live Bracing Reaction, Right, Aisle 2 WALB>(2) Wind, Aux Live Bracing Reaction, Right, Aisle 2 ALB>(3) Aux Live Bracing Reaction, Right, Aisle 3 WALB>(3) Wind, Aux Live Bracing Reaction, Right, Aisle 3 ALB>(4) Aux Live Bracing Reaction, Right, Aisle 4 WALB>(4) Wind, Aux Live Bracing Reaction, Right,;Aisle 4 ALB>(5) Aux Live Bracing Reaction, Right, Aisle 5 WALB>(5) Wind, Aux Live Bracing Reaction, Right, Aisle 5 WALB Wind, Aux Live Bracing Reaction UO User Defined Load U2 User Defined Load - 2 U4 User Defined Load -.4 U6 User Defined Load - 6 U8 User Defined Load -. 8 UB User Brace Reaction ..... UB2 User Brace Reaction - 2 UB4 User. Brace. Reaction - 4 UB6 User Brace Reaction - 6 UB8 User Brace Reaction - 8 R Rain Load V Shear <WB3 Wind Brace Reaction, Case 3, Left <WB4 Wind Brace Reaction, Case 4, Left <WB5 Wind Brace Reaction, Case 5, Left <WB6 Wind Brace Reaction, Case 6, Left E> Seismic Load, Right EG Vertical Seismic Effect EG- Vertical Seismic Effect, Subtractive <EB Seismic Brace Reaction, Left FL* Alternate Span Floor Live Load, Shifted Right FD Floor Dead Load AL*> Auxiliary Live Load, Right, Right <AL* Auxiliary Live Load, Left, Right AL* Aux Live, Right AL*>(1) Auxiliary Live Load, Right, Right, Aisle 1 <AL*(1) Auxiliary. Live Load, Left, Right, Aisle 1 AL*(1) Aux Live, Right, Aisle 1 AL*>(2) Auxiliary Live Load, Right, Right, Aisle 2 <AL*(2) Auxiliary Live Load, Left, Right, Aisle 2 AL*(2) Aux Live, Right, Aisle 2 AL*>(3) Auxiliary Live Load, Right, Right, Aisle 3 <AL*(3) Auxiliary Live Load, Left, Right, Aisle 3 AL*(3) Aux Live, Right, Aisle 3 AL*>(4) Auxiliary Live Load, Right, Right, Aisle 4 <AL*(4) Auxiliary Live Load, Left, Right, Aisle 4 AL*(4) Aux Live, Right, Aisle 4 AL*>(5) Auxiliary Live Load, Right, Right, Aisle 5 <AL*(5) Auxiliary Live Load, Left, Right, Aisle 5 AL*(5) Aux Live, Right, Aisle 5 ALB Aux Live Bracing Reaction <ALB Aux Live Bracing Reaction, Left <WALB Wind, Aux Live Bracing Reaction, Left <ALB(1) Aux Live Bracing Reaction, Left, Aisle 1 <WALB(1) Wind, Aux Live Bracing Reaction, Left, Aisle 1 <ALB(2) Aux Live Bracing Reaction, Left, Aisle 2 <WALB(2) Wind, Aux Live Bracing Reaction, Left, Aisle 2 <ALB(3) Aux Live Bracing Reaction, Left, Aisle 3 <WALB(3) Wind, Aux Live Bracing Reaction, Left, Aisle 3 <ALB(4) Aux Live Bracing Reaction, Left, Aisle 4 <WALB(4) Wind, Aux Live Bracing Reaction, Left, Aisle 4 <ALB(5) Aux Live Bracing Reaction, Left, Aisle 5 <WALB(5) Wind, Aux Live Bracing Reaction, Left, Aisle 5 AD Auxiliary Dead Load Ul User Defined Load - 1 U3 User Defined Load - 3 U5 User Defined Load -. 5 U7 User Defined Load - 7 U9 User Defined Load - 9 UBl User Brace Reaction - 1 UB3 User Brace Reaction - 3 UB5 User Brace Reaction - 5 UB7 User Brace Reaction - 7 UB9 User Brace Reaction - 9 T Temperature Load VPC File: CA0400493-01 OEl.vpc VPC Version :4.5d Date: 4/14/2004 &— Design Report CA 0400493-01 Time: 10:22 AM Page: 8 of 51 VPC File:CA0400493-01 OEI.vpc VPC Version :4.5d Date: 4/14/2004 &— Design Report CA 0400493-01 Time:10:22 Alva Page: 9 of 51 eactions -Expanded Report Shape:shop Builder Contact: SCOTT J. JANUARY Project: TONY DEVENCENZI Name: BCM CONSTRUCTION Builder PO #: TONY DEVENCENZI Address: 2900 HIGHWAY 32 Jobsite: PO BOX 267 SUITE 100 City, State Zip: CHICO, California 95973 City, State Zip: MAGALIA, California 95954 Country: United States County, Country: Butte, United States Loads and Codes - Shape: shop City: MAGALIA County: Butte State: California Country: United States Building Code: 2001 California Building Code Built Up: 89AISC Rainfall: 4.00 in per hour Based on Building Code: 1997 Uniform Building Code Cold Form: 89AISI Allow. Overstress: Building Use: Standard Occupancies ASL^ Frm:.1.03, Sec: 1.03, Brc: 1.03 Dead and Collateral Loads Alternate Span Live Load, Shifted Left Live Load Collateral Gravity:3.00 psf Roof Covering + Second. Dead Load: 2.84 psf Live Load: 20.00 psf Not Reducible Collateral Uplift: 0.00 psf. Frame Weight (assumed for seismic):2.50 psf LL for Below Eave Canopy:N/A Wind Load Snow Load Seismic Load Wind Speed: 76.00 mph Ground Snow Load: 70.00 psf Seismic: Zone 3 Wind Exposure (Factor): B (0.607) Roof Snow Load: 70.00 psf Seismic Importance: 1.000 Parts Wind Exposure Factor: 0.607 Design Snow (Sloped): 70.00 psf Framing Seismic Period: 0.2257 Wind Enclosure: Enclosed Snow Exposure Category (Factor): 1 Fully Exposed Bracing Seismic Period: 0.1289 Partial Load, Half, 2 Spans (1.00) Wind Load Wind Importance Factor: 1.000 Snow Importance: 1.000 Framing R -Factor: 4.5000 Base Elevation: 0/0/0 Ground / Roof Conversion: 1.00 Bracing R -Factor: 5.6000 Primary Zone Strip Width: N/A % Snow Used in Seismic: 25.00 Soil Profile Type: Stiff soil (D, 4) Parts / Portions Zone Strip Width: 2/0/0 Seismic Snow Load: 17.50 psf Frame Redundancy Factor: 1.0000 Basic Wind Pressure: 8.98 psf Wind Load, Case 4, Right Brace Redundancy Factor: 1.0000 Wind Load, Case 4, Left W5> Frame Seismic Factor (Cs): 0.2000 <W5 Wind Load, Case 5, Left Brace Seismic Factor (Cs): 0.1800 Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. Load Type Descriptions D Material Dead Weight C, Collateral Load CG Collateral Load for Gravity Cases CU Collateral Load for Wind Cases L Live Load ASL^ Alternate Span Live Load, Shifted Right ^ASL Alternate Span Live Load, Shifted Left PI -2 Partial Live, Full, 2 Spans S Snow Load USI* Unbalanced Snow Load 1, Shifted Right *USI Unbalanced Snow Load 1, Shifted Left US2* Unbalanced Snow Load 2, Shifted Right *US2 Unbalanced Snow Load 2, Shifted Left SD Snow Drift Load PFI Partial Load, Full, 1 Span PHI Partial Load, Half, 1 Span PF2 Partial Load, Full, 2 Spans PH2 Partial Load, Half, 2 Spans W Wind Load WI> Wind Load, Case 1, Right <Wl Wind Load, Case 1, Left W2> Wind Load, Case 2, Right <W2 Wind Load, Case 2, Left W3> Wind Load, Case 3, Right <W3 Wind Load, Case 3, Left W4> Wind Load, Case 4, Right <W4 Wind Load, Case 4, Left W5> Wind Load, Case 5, Right <W5 Wind Load, Case 5, Left W6> Wind Load, Case 6, Right <W6 Wind Load, Case 6, Left WP Wind Load, Parallel to Ridge WPR Wind Load, 11 Ridge, Right WPL Wind Load, 11 Ridge, Left WB1> Wind Brace Reaction, Case 1, Right <WBI Wind Brace Reaction, Case 1, Left WB2> Wind Brace Reaction, Case 2, Right <WB2 Wind Brace Reaction, Case 2, Left WB3> Wind Brace Reaction, Case 3, Right <WB3 Wind Brace Reaction, Case 3, Left WB4> Wind Brace Reaction, Case 4, Right <WB4 Wind Brace Reaction, Case 4, Left WB5> Wind Brace Reaction, Case 5, Right <WB5 Wind Brace Reaction, Case 5, Left WB6> Wind Brace Reaction, Case 6, Right <WB6 Wind Brace Reaction, Case 6, Left E Seismic Load E> Seismic Load, Right <E Seismic Load, Left EG Vertical Seismic Effect EG+ Vertical Seismic Effect, Additive EG- Vertical Seismic Effect, Subtractive EB> Seismic Brace Reaction, Right <EB Seismic Brace Reaction, Left FL Floor Live Load FL* Alternate Span Floor Live Load, Shifted Right *FL Alternate Span Floor Live Load, Shifted Left FD Floor Dead Load AL Auxiliary Live Load AL*> Auxiliary Live Load, Right, Right VPC Fi1e:CA0400493-010E1.vpc VPC Version :4.5d Date: 4/14/2004 &— Design Report CA 0400493-01 Time: 10:22 AM Page: 10 of 51 *AL> Auxiliary Live Load, Right, Left <*AL Auxiliary Live Load, Left, Left *AL Aux Live, Left *AL>(1) Auxiliary Live Load, Right, Left, Aisle 1 <*AL(1) Auxiliary Live Load, Left, Left, Aisle 1 *AL(1) Aux Live, Left, Aisle 1 *AL>(2) Auxiliary Live Load, Right, Left, Aisle 2 <*AL(2) Auxiliary Live Load, Left, Left, Aisle 2 *AL(2) Aux Live, Left, Aisle 2 *AL>(3) Auxiliary Live Load, Right, Left, Aisle 3 <*AL.(3) Auxiliary Live Load, Left, Left, Aisle 3 *AL(3) Aux Live, Left, Aisle 3 *AL>(4) Auxiliary Live Load, Right, Left, Aisle 4 <*AL(4) Auxiliary Live Load, Left, Left, Aisle 4 *AL(4) Aux Live, Left, Aisle 4 *ALU(5) Auxiliary Live Load, Right, Left, Aisle 5 <*AL(5) Auxiliary Live Load, Left, Left, Aisle 5 *AL.(5) Aux Live, Left, Aisle 5 ALB> Aux Live Bracing Reaction, Right WALB> Wind, Aux Live Bracing Reaction, Right ALB>(1) Aux Live Bracing Reaction, Right, Aisle 1 WALB>(1) Wind, Aux Live Bracing Reaction, Right, Aisle 1 ALB>(2) Aux Live Bracing Reaction, Right, Aisle 2 WALB>(2) Wind, Aux Live Bracing Reaction, Right, Aisle 2 ALB>(3) Aux Live Bracing Reaction, Right, Aisle 3 WALB>(3) Wind, Aux Live Bracing Reaction, Right, Aisle 3 ALB>(4) Aux Live Bracing Reaction, Right, Aisle 4 WALB>(4) Wind, Aux Live Bracing Reaction, Right, Aisle 4 AL.B>(5) Aux Live Bracing Reaction, Right, Aisle 5 WALB>(5) Wind, Aux Live Bracing Reaction, Right, Aisle 5 WALB Wind, Aux Live Bracing Reaction UO User Defined Load U2 User Defined Load - 2 U4 User Defined Load - 4 U6 User Defined Load - 6 U8 User Defined Load - 8 UB User Brace Reaction UB2 User Brace Reaction - 2 UB4 User Brace Reaction - 4 UB6 User Brace Reaction - 6 UB8 User Brace Reaction - 8 R Rain Load V Shear <AL* Auxiliary Live Load, Left, Right AL* Aux Live, Right AL*>(1) Auxiliary Live Load, Right, Right, Aisle I <AL*(1) Auxiliary Live Load, Left, Right, Aisle 1 AL*(1) Aux Live, Right, Aisle 1 AL*>(2) Auxiliary Live Load, Right, Right, Aisle 2 <AL*(2) Auxiliary Live Load, Left, Right, Aisle 2 AL*(2) Aux Live, Right, Aisle 2 AL*>(3) Auxiliary Live Load, Right, Right, Aisle 3 <AL*(3) Auxiliary Live Load, Left, Right, Aisle 3 AL*(3) Aux Live, Right, Aisle 3 AL*>(4) Auxiliary Live Load, Right, Right, Aisle 4 <AL*(4) Auxiliary Live Load, Left, Right, Aisle 4 AL*(4) Aux Live, Right, Aisle 4 AL*>(5) Auxiliary Live Load, Right, Right, Aisle 5 <AL*(5) Auxiliary Live Load, Left, Right, Aisle 5 AL*(5) Aux Live, Right, Aisle 5 ALB Aux Live Bracing Reaction <ALB Aux Live Bracing Reaction, Left <WALB Wind, Aux Live Bracing Reaction, Left <AL.B(1) Aux Live Bracing Reaction, Left, Aisle 1 <WALB(1) Wind, Aux Live Bracing Reaction, Left, Aisle 1 <ALB(2) Aux Live Bracing Reaction, Left, Aisle 2 <WALB(2) Wind, Aux Live Bracing Reaction, Left, Aisle 2 <ALB(3) Aux Live Bracing Reaction, Left, Aisle 3 <WALB(3) Wind, Aux Live Bracing Reaction, Left, Aisle 3 <ALB(4) Aux Live Bracing Reaction, Left, Aisle 4 <WALB(4) Wind, Aux Live Bracing Reaction, Left, Aisle 4 <ALB(5) Aux Live Bracing Reaction, Left, Aisle 5 <WALB(5) Wind, Aux Live Bracing Reaction, Left, Aisle 5 AD, Auxiliary Dead Load U1 User Defined Load - 1 U3 User Defined Load - 3 U5 User Defined Load - 5 U7 User Defined Load - 7 U9 User Defined Load - 9 UBl User Brace Reaction - 1 UB3 User Brace Reaction - 3 UB5 User Brace Reaction - 5 UB7 User Brace Reaction - 7 UB9 User Brace Reaction - 9 T Temperature Load VPC File: CA0400493-01OEl.vpc VPC Version :4.5d .q 9 Date: 4/14/2004 Design Report CA 0400493-01 Time: 10:22 AM Page: 11 of 51 Overall Building Description Shape Overall Overall Width Length Floor Area s . ft. Wall Area Roof Area s . ft. s . ft. Max. Eave Hei ht Min. Eave Height ht 2 Max. Roof 1 Pitch Min. Roof Pitch Peak I Height shop 20/0/0 1 40/0/0 800 1 1457 1 803 12/0/0 1 12/0/0 1 1.000:12 1.000:12 12/10/0 Overall VPC File:CA0400493-0 I OE I.vpc VPC Version :4.5d Date: 4/14/2004 &- Design Report CA 0400493-01 Time: 10:22 AM Page: 12 of 51 Wall : 4, Frame at: 2/0/0 DesiEn Load Combinations - FraminP No. Origin Factor Application Description 1 System 1.000 1.0 D + 1.0 CG + 1.0 L D + CG + L 2 System 1.000 1.0 D + 1.0 CG + 1.0 S D + CG + S 3 System 1.000 1.0 D + 1.0 CG + 1.0. US 1 * D + CG + US 1 * 4 System 1.000 1.0 D + 1.0 CG + 1.0 *US 1 D + CG + *USI 5 System 1.333 1.0 D + 1.0 W 1> D + W 1> 6 System 1.333 1.0 D + 1.0 <W 1 D + <W1 7 System 1.333 1.0 D + 1.0 WP D + WP 8 System 1.333 1.0D+1.0CG+0.250S+0.714F> D+CG+S+E> 9 System 1.333 1.0 D + 1.0 CG + 0.250 S + 0.714 <E D+CG+S+<E 10 System 1.333 1.0D+0.500S+1.0W1> D+S+Wl> 11 System 1.333 1.0 D + 0.500 S + 1.0 <W 1 D + S + <W 1 12 System 1.333 1.0 D + 0.500 S + 1.0 WP D + S + WP 13 System 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 W 1> D + CO + S + W 1> 14 System 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 <WI D+CG+S+<Wl 15 System 1 1.333 11.0D+1.0CG+1.0S+0.500 WP ID+CG+S+WP VPC File: CA0400493-01OEl.vpc VPC Version :4.5d Date: 4/14/2004 &- Design Report CA 0400493-01 Time: 10:22 AM Page: 13 of 51 Wall: 4, Frame at: 2/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame Values shown are resisting forces of the foundation. Reactions - Load Tvoe at Frame Cross Section: 2 Type Exterior Column Exterior Column X -Loc 0/0/0 20/0/0 20/0/0 Gridl - Grid2 2-B 2-A Base Plate W x L (in.) 8 x 10 8 x 10 2-A Base Plate Thickness (in.) 0.375 0.375. Hx Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 V Column Base Elev. 100'-011. 100'-0" Load Type Desc. Hx Vy Hx V 0.42 D Frm 0.06 0.52 -0.06 0.52 - 1.21 CG Frm 0.05 0.33 -0.05 0.33 - 0.93 L Frm 0.31 2.22 -0.31 2.22 - 0.93 S Frm 1.10 7.78 -1.10 7.78 - -0.89 USI* Frm 0.83 4.83 -0.83 6.84 - - *US1 Frm 0.83 6.84 -0.83 4.83 - - Wl> Frm -0.95 -1.18 -0.61 -0.21 - - <Wl Frm 0.61 -0.21 0.95 -1.18 - - - WP Frm 0.24 -0.70 -0.24 -0.70 - - F> Frm -0.62 -0.72 -0.62. 0.72 - - - <E Frm 0.62 0.72 0.62 -0.72 0.85 Frame Reactions - Load Cases at Frame Cross Section: 2 VPC File: CA0400493-01 OEl.vpc VPC Version :4.5d X -Loc 0/0/0 20/0/0 Grid - Grid2 2-B 2-A Ld Description Hx Vy Hx V Cs (application factor not shown (k 1 D + CG + L 0.42 3.08 -0.42 3.08 - 2 D+CG+S 1.21 8.63 -1.21 8.63 - - 3 D + CG + US 1 * 0.93 5.68 -0.93 7.70 - - 4 D + CG + *USI 0.93 7.70 -0.93 5.68 - - 5 D + W I > -0.89 -0.66 -0.67 0.31 - - 6 D + <W l 0.67 0.31 0.89 -0.66 - - 7 D + WP 0.30 -0.18 -0.30 -0.18 - - 8 D + CG + S + F> -0.06 2.29 -0.83 3.32 - - 9 D + CG + S + <E 0.83 3.32 0.06 2.29 - - 10 D+S+Wl> -0.34 3.23 -1.22 4.20 - - 11 D + S + <W l 1.22 4.20 0.34 3.23 - - 12 D + S + WP 0.85 3.71 -0.85 3.71 - - 13 D+CG+S+WI> 0.73 8.04 -1.51 8.53 - - 14 D+CG+S+<Wl 1.51 8.53 -0.73 8.04 - - 15 D + CG + S + WP 1.33 8.28 -1.33 8.28 - - VPC File: CA0400493-01 OEl.vpc VPC Version :4.5d Date: 4/14/2004 Design Report CA 0400493-01 Time: 10:22 AM Page: 14 of 51 Maximum Reactions Summary - Framine X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k ) in -k in -k 0/0/0 2-13 0.89 5 1.51 14 0.66 5 8.63 2 - - 20/0/0. 2-A 1.51 13. 0.89 6 - - 0.66 6 8.63 2 - - - VPC File:CA0400493-0I0EI.vpc VPC Version :4.5d Date: 4/14/2004 Design Report CA 0400493-01 Time: 10:22 AM KA�Page: 15 of 51 Wall: 4, Frame at: 20/0/0 Desien Load Combinations - FraminQ No. Origin Factor Application Description 1 System 1.000 1.0 D + 1.0 CG + 1.0 L D + CG + L 2 System 1.000 1.0 D + 1.0 CG + 1.0 S D + CG + S 3 System 1.000 1.0 D + 1.0 CG + 1.0 US1* D +CG+USI* 4 System 1.000 1.0D+I.0CG+1.0 *US I D+CG+*USI 5 System 1.333 1.0 D + 1.0 W 1> D + W 1> 6 System 1.333 1.0 D + 1.0 <W 1 D + <W 1 7 System 1.333 I.0D+I.0CG+0.250S+0.714E> D+CG+S+F> 8 System 1.333 1.0 D + 1.0 CG + 0.250 S + 0.714 <E D+CG+S+<E 9 System 1.333 1.0 D + 0.500 S + 1.0 WI> D+S+Wl> 10 System 1.333 1.0 D + 0.500 S + 1.0 <W 1 D + S + <W 1 11 System 1.333 1.0D+1.0CG+I.0S+0.500WI> D+CG+S+WI> 12 System 1.333 1.0D+I.0CG+I.0S+0.500<Wl D+CG+S+<WI 19 System Derived 1.333 1.0 D + 1.0 WP + 1.0 WB 1>. D + WP + WB 1> 20 System Derived '1.333 1.0 D + 0.500 S + 1.0 WP + 1.0 WB 1> D + S + WP + WB 1> 21 System Derived 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 WP + 0.500 WB 1> D + CG + S + WP + WB 1> 22 System Derived 1.333 1.0 D + 1.0 WP + 1.0 <WBI D + WP + <WB 1 23 System Derived 1.333 1.0 D + 0.500 S + 1.0 WP + 1.0 <WB 1 D + S + WP + <WB 1 24 System Derived 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 WP + 0.500 <WB 1 D + CG + S + WP + <Wg 1 25 System Derived 1.333 1.0 D + 1.0 CG + 0.250 S + 0.214 E> + 0.714 EB> D + CG + S + E> + EB> 26 System Derived 1.333 1.0 D + 1.0 CG + 0.250 S + 0.214 <E + 0.714 EB> D + CG + S + <E + EB> 30 System Derived 1.333 1.0 D + 1.0 CG + 0.250 S + 0.214 E> + 0.714 <EB D + CG + S + F> + <EB 31 System Derived 1 1.333 11.0 D + 1.0 CG + 0.250 S + 0.214 <E + 0.714 <EB ID + CG + S + <E + <EB. VPC File:CA0400493-010El.vpc VPC Version :4.5d Date: 4/14/2004 &- Design Report CA 0400493-01 Time: 10:22 AM Page: 16 of 51 Wall : 4, Frame at: 20/0/0 Frame IDAigid Frame Frame Type:Rigid Frame Values shown are resisting forces of the foundation. Reactions - Load TVDe at Frame Cross Section: 3 Type Exterior Column Exterior Column X -Loc 0/0/0 20/0/0 Grid -Grid2 3-B 3-A Base Plate W x L (in.) 10 x 10. 10 x 10 Base Plate Thickness (in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 Column Base Elev. 100'-0" 100'-0" Load Type Desc. Hx I Hz Vy Hx Hz V D Frm 0.14 1.03 -0.14 - 1.03 - CG Frm 0.12 Description 0.69 -0.12 - 0.69 - L Frm 0.64 Cs 3.70 -0.64 - 3.70 - S Frm 2.79 (k 16.20 -2.79 - 16.20 US 1 * Frm 2.10 10.05 -2.10 - 14.25 *USI Frm 2.10 -3.06 14.25 -2.10 - 10.05 Wl> Frm -1.62 11.77 -1.97 -0.97 - -0.36 - <Wl Frm 0.97 2.36 -0.36 1.62 - -1.97 - - F> Frm -1.04 D+WI> -1.20 -1.04 - 1.20 - - <E Frm 1.04 6 1.20 1.04 - -1.20 - - - WP Frm 0.38 -0.94 - - -1.16 -0.38 - -1.16 - - - WB1> Brc - -0.72 -0.45 - -0.73 -0.46 - - - <WB 1 Brc - - 0.46 - - 0.46 - - - EB> Brc - -1.93 -1.20 - -1.93 -1.24 - - - <EB Brc 2.51 1.22 - 0.08 1.22 - - Frame Reactions - Load Cases at Frame Cross Section: 3 VPC File: CA0400493-0IOEI.vpc VPC Version :4.5d X -Loc 0/0/0 20/0/0 Grid 1 - Grid2 3-B 3-A Ld Description Hx Hz Vy Hx Hz Vy Cs (application factor not shown) (k) (k) (k) (k) (k) (k 1 D + CG + L 0.90 5.42 -0.90 5.42 - - 2 D + CG + S 3.06 17.92 -3.06 - 17.92 - - 3 D + CG + USI * 2.36 11.77 -2.36 - 15.97 - 4 D + CG + *USI 2.36 15.97 -2.36 - 11.77 - - 5 D+WI> -1.48 -0.94 -1.11 0.67 - - - 6 D + <W 1 1.11 0.67 1.48 -0.94 - - 7 D + CG + S + E> 0.22 4.91 -1.70 6.63 - - 8 D+CG+S+<E 1.70 - 6.63 -0.22 4.91 9 D+S+Wl> -0.08 7.16 -2.51 8.77 _ 10 D+S+<W1 2.51 8.77 0.08 7.16 11 D + CG + S + W 1> 2.25 16.93 -3.54 17.74 - VPC File: CA0400493-0IOEI.vpc VPC Version :4.5d Date: 4/14/2004 &- Design Report CA 0400493-01 Time: 10:22 AM Page: 17 of 51 Grid 12 D + CG + S + <W 1 3.54 - 17.74 -2.25 - 16.93 - - - Load 19 D + WP + WB 1> 0.52 -0.72 -0.59 -0.52 -0.73 -0.60 - - - Case 20 D + S + WP + WB 1> 1.92 -0.72 7.51 -1.92 -0.73 7.50 - - - 21 D + CG + S + WP + WBl> 3.25 -0.36 17.11 -3.25 -0.36 17.10 - - - 22 D + WP + <WBl 0.52 - 0.32 -0.52 - 0.32 - - - 25 23 D+S+WP+<WB1 1.92 - 8.42 -1.92 - 8.42 - - - 3-A 24 D + CG + S + WP + <WB l . 3.25 - 17.56 -3.25 - 17.57 - - - 2 25 D + CG + S + E> + EB> 0.74 -1.38 4.65 -1.18 -1.38 5.14 - - - 26 D + CG + S + <E + EB> 1.18 -1.38 5.17 -0.74 -1.38. 4.63 - - - 30 D+CG+S+E>+<EB 0.74 - 6.38 -1.18 6.90 - - - 31 D + CG + S + <E + <EB 1.18 - 6.90 -0.74 6.38 - Maximum RPartinnc Cnmm- - Framino X -Loc Grid Hrz left Load Hrz Right Load. Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case in -k in -k 0/0/0 3-B 1.48 5 3.54 12 1.38 25 - - 0.94 5 17.92 2 - - 20/0/0 3-A 3.54 11 1.48 6 1.38 25 - - 0.94. 6 17.92 2 - - Bracing X -Loc Grid I Description 0/0/0 20/0/0 B-3 A-3 Diagonal bracing at base is attached to. column. Reactions ARE included with frame reactions. Diagonal bracing at base is attached to column.. Reactions ARE included with frame reactions. VPC File: CA0400493-0IOEl.vpc VPC Version :4.5d Date: 4/14/2004 Design Report CA 0400493-0I Time: 10:22 AM LEM Page: 18 of 51 Wall: 4, Frame at: 39/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame Values shown are resisting forces of the foundation. Reactions - Load Tvne at Frame Crnss Cectinn! 4 Type Exterior Column X -Loc 0/0/0 Gridl - Grid2 4-B Base Plate W x L (in.) 8 x 10 Base Plate Thickness (in.) 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 Column Base Elev. 100'-0" Exterior Column 20/0/0 4-A 8 x 10 0.375 4-0.750 100'-0" Load Type Desc. Hx I Hz Vy Hx Hz V D Frm 0.06 0.51 -0.06 - 0.51 - CG Frm 0.04 Hx 0.32 -0.04 - 0.32 - - L Frm 0.30 2.11 -0.30 - 2.11 - S . Frm 1.04 -0.40 7.37 -1.04 - 7.37 - USI* Frm 0.78 -1.15 4.57 -0.78 - 6.48 - *USI Frm 0.78 -0.89 6.48 -0.78 - 4.57 Wl> Frm -0.90 -0.89 -1.12 -0.57 - -0.20 <WI Frm 0.57 -0.63 -0.20 0.90 - -1.12 - F> Frm -0.59 0.84 -0.68 -0.59 - 0.68 - <E Frm 0.59 -0.79 0.68 0.59 - -0.68 - WP Frm 0.23 0.06 -0.66 -0.23 - -0.66 - - WB 1> Brc - - 0.46 - - 0.46 - - <WB1 Brc - 0.72 -0.46 - 0.73 -0.45 - - - EB> Brc - - 1.22 - - 1.22 - - <EB Brc 1.93 1 -1.24 1 1 1.93 1 -1.21 1- - - Frame Reactions - Load Cases at Frame Cross Section: 4 VPC File: CA0400493-01 OEl.vpc VPC Version :4.5d X -Loc 0/0/0 20/0/0 Gridl - Grid2 4-B 4-A Ld Description Hx I Hz Vy Hx Hz V Cs (application factor not shown (k) (k) (k) (k) k 1 D + CG + L 0.40 2.93 -0.40 - 2.93 - 2 D+CG+S 1.15 8.19 -1.15 - 8.19 3 D+CG+USI • 0.89 5.39 -0.89 - 7.30 4 D + CG + *US 1 0.89 7.30 -0.89 - 5.39 5 D + W 1> -0.84 -0.61 -0.63 - 0.30 6 D + <W l 0.63 0.30 0.84 - -0.61 7 D+CG+S+E> -0.06 2.18 -0.79 - 3.15 - 8 D+CG+S+<E 0.79 3.15 0.06 - 2.18 - 9 D + S + W 1> -0.32 3.07 -1.15 - 3.99 - 10 D+S+<WI 1.15 3.99 0.32 - 3.07 - 11 D+CG+S+WI> 0.70 7.63 -1.43 - 8.09 VPC File: CA0400493-01 OEl.vpc VPC Version :4.5d IL Date: 4/14/2004 Design Report CA 0400493-01 Time: 10:22 AM LEM Page: 19 of 51 Grid 12 D + CG + S + <W 1 1.43 - 8.09 -0.70 - 7.63 - Load Vrt Down Load 19 D + WP + WB1> 0.28 - 0.30 -0.28 - 0.30 (Hx) Case (-Hz) Case 20 D + S + WP + WB 1> 0.81 - 3.99 -0.81 - 3.99 (Mzz) Case 21 D+CG+S+WP+WB1> 1.26 - 8.09 -1.26 - 8.09 - 22 D + WP + <WBI 0.28 0.72 -0.62 -0.28 0.73 -0.61 - 12 23 D + S + WP + <WB 1 0.81 0.72 3.07 -0.81 0.73 3.08 - - 20/0/0 4-A 24 D + CG + S + WP + <WB1 1.26 0.36 7.63 -1.26 0.36 7.63 - 6 8.19 2 25 D +. CG + S + Ej + EB> 0.24 - 3.39 -0.49 - 3.68 - - 26 D+ CG + S + <E+ EB> 0.49 - 3.68 -0.24 - 3.39 - 30 D + CG + S + Ej + <EB 0.24 1.38 1.64 -0.49 1.38 1.95 - 31 D +. CG + S + <E + <EB 0.49 1.38 1.93 -0.24. 1.38 1.66 - - Maximum Reactions Summary - Framina X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case in -k in -k 0/0/0 4-13 0.84 5 1.43 12 1.38 30 0.62 22 8.19 2 - - - 20/0/0 4-A 1.43 11 0.84 6 1.38 30 0.61 6 8.19 2 - - Rracina X -Loc Grid Description 0/0/0 20/0/0 1 B4 A4 Diagonal bracing at base is attached to column. Reactions ARE included with frame reactions. Diagonal bracing at base is attached to column. Reactions ARE included with frame reactions. VPC File: CA0400493-01 OEI.vpc VPC Version :4.5d Date: 4/14/2004 Design Report CA 0400493-01 Time:10:22 AM Page: 20 of 51 Bra`cng�S.ummary,'Re ort DESCRIPTION: Diagonal Roof Bracing is typically used by VP Buildings to resist lateral wind loads and seismic forces acting perpendicular to the rigid frames. This Diagonal "X" - Bracing transmits the applied loads throughout the roof planes, delivering them to vertical bracing systems, and eventually into the foundation. Vertical Bracing systems are typically diagonal "X" -Bracing similar to roof plane bracing, although may also utilize vertical diaphragms, moment -resisting frames, concentric braced frames utilizing tension/compression members or tension only members, or other types of bracing systems, as permitted by Specifications. ANALYSIS: VP Buildings Diagonal Bracing is analyzed by the Stiffness Method for the applied wind loads and seismic loads acting on the structure. All diagonal members are assumed to be considered to have pinned connections, while moment frames are typically assumed to be AISC Type 1 Construction (rigid frames). with pinned base connections. DESIGN: Diagonal Bracing is designed for axial forces, using the prevailing AISC Allowable forces acting on the Net Area of each member. Moment frames are also designed in accordance with AISC allowed working stresses. MATERIAL: Typical Rod Bracing used by VP Buildings is 65 ksi Structural Steel. Angle bracing is typically 50 ksi steel, tube bracing is 46 ksi, and moment frames are typically designed and constructed from 50 ksi steel. Shape: shop Loads and Codes - Shape: shop City: MAGALIA County: Butte State: California Country: United States Building Code: 2001 California Building Code Built Up: 89AISC Rainfall: 4.00 in per hour Based on Building Code: 1997 Uniform Building Code Cold Form: 89AISI Allow. Overstress: Building Use: Standard Occupancies 2 Frm: 1.03, Sec: 1.03, Brc: 1.03 Dead and Collateral Loads 1.0 <W1 Live Load Collateral Gravity:3.00 psf Roof Covering + Second. Dead Load: 2.84 psf Live Load: 20.00 psf Not Reducible Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf LL for Below Eave Canopy:N/A Wind Load Wind Speed: 76.00 mph Wind Exposure (Factor): B (0.607) Parts Wind Exposure Factor: 0.607 Wind Enclosure: Enclosed Wind Importance Factor: 1.000 Base Elevation: 0/0/0 Primary Zone Strip Width: N/A Parts / Portions Zone Strip Width: 2/0/0 Basic Wind Pressure: 8.98 psf Snow Load Ground Snow Load: 70.00 psf Roof Snow Load: 70.00 psf Design Snow (Sloped): 70.00 psf Snow Exposure Category (Factor): (1.00) Snow Importance: 1.000 Ground / Roof Conversion: 1.00 % Snow Used in Seismic: 25.00 Seismic Snow Load: 17.50 psf Deflection Conditions Frames are vertically supporting:Metal Roof Purlins and Panels Frames are laterally supporting:Metal Wall Girts and Panels Purlins are supporting:Metal Roof Panels Girts are supporting:Metal Wall Panels Seismic Load Seismic: Zone 3 Seismic Importance: 1.000 Framing Seismic Period: 0.2257 1 Fully Exposed Bracing Seismic Period: 0.1289 Framing R -Factor: 4.5000 Bracing R -Factor: 5.6000 Soil Profile Type: Stiff soil (D, 4) Frame Redundancy Factor: 1.0000 Brace Redundancy Factor: 1.0000 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.1800 Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. Desien Load Combinations - Bracine No. Origin Factor Application Description 1 System 1.333 1.0 WI> WI> 2 System 1.333 1.0 <W1 <W1 3 System 1.333 0.714 F> E> 4 System 1.333 0.714 <E <E VPC File: CA0400493-01 OEI.vpc VPC Version :4.5d Date: 4/14/2004 &— Design Report CA 0400493-01 Time: 10:22 AM Page: 21 of 51 Diagonal Bracine Member Desien Summary: Roof A Mem. Bracing Length Angle Design Seismic Stress Stress Governing Design Comment No. Shape fl OK, tensile fracture of web OK => passed Axial Factor Factor Ratio Load Case Status 1 R 0.375 21.62 27.8 -0.75 1.0000 1.3333 0.194 0.714<E passed 2 R 0.375 21.63 27.8 -0.75 1.0000 1.3333 0.194 0.714E> Dassed Mem. End Diagonal Connection Design Information 1 Left Slot: F = 0.75k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right Slot: F = 0.75k, E factor = 1.000, stress increase =1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed 2 Left Slot: F = 0.75k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear. OK, web punching shear OK, tensile fracture of web OK => passed Right Slot: F = 0.75k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed VPC File: CA0400493-01 OEI.vpc VPC Version :4.5d Date: 4/14/2004 &— Design Report CA 0400493-01 Time: 10:22 AM Page: 22 of 51 Diagonal Bracing Member Design Summarv: Roof B Mem. Bracing Length Angle Design Seismic Stress Stress Governing Design Comment No. Shape ft OK, tensile fracture of web OK => passed Axial Factor Factor Ratio Load Case Status 1 R 0.375 21.63 27.8 -0.76 1.0000 1.3333 0.194 0.714E> passed 2 R 0.375, 21.62 27.8 -0.76 1.0000 1.3333 0.194 0.714<E passed Mem. End Diagonal Connection Design Information 1 Left Slot: F = 0.76k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right Slot: F = 0.76k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web, direct shear OK, web punching shear OK, tensile fracture of web OK => passed 2 Left Slot: F = 0.76k, E factor = 1.000, stress increase =1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right Slot: F = 0.76k, E factor = 1.000, stress increase = 1.333, slot offset =. 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed VPC File: CA0400493-01OEl.vpc VPC Version :4.5d Date: 4/14/2004 Design Report CA 0400493-01 Time: 10:22 AM KAMPage: 23 of 51 Diaconal Bracinc Member.Desicn Summarv: Sidewall 2 Mem. Bracing Length Angle Design Seismic Stress Stress Governing Design Comment No. Shape (ft) OK, tensile. fracture of web OK => passed Axial Factor Factor Ratio Load Case Status 1 R 0.375 22.21 32.3 -1.63 3.0800 1.7000 1.016 0.714<E passed 2 R 0.375. 22.21 32.3 -1.63 3.0800 1.7000 1.016 0.714E> vassed Mem. End Diagonal Connection Design Information 1 Left Slot: F = 1.63k, E factor = 3.080, stress increase = 1.700, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right Slot: F = 1.63k, E factor = 3.080, stress increase = 1.700, slot offset'-- 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile. fracture of web OK => passed 2 Left Slot: F = 1.63k, E factor = 3.080, stress increase = 1.700, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right Slot: F = 1.63k, E factor = 3.080, stress increase = 1.700, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed VPC File: CA0400493-01OEl.vpc VPC Version :4.5d Date: 4/14/2004 Design Report CA 0400493-01 Time: 10:22 AM Page: 24 of 51 Diagonal Bracing Member Desien Summarv: Sidewall 4 Mem. Bracing Length Angle Design Seismic Stress Stress Governing Design Comment No. Shape ft OK, tensile fracture of web OK => passed Axial Factor Factor Ratio Load Case Status 1 R 0.375 22.21 32.3 -1.63 3.0800 1.7000 1.014 0.714F> passed 2 R0.375 22.21 32.3 -1.63 3.0800 1.7000 1.014• 0.714<E Dassed Mem. End Diagonal Connection Design Information 1 Left Slot: F = 1.63k, E factor = 3.080, stress increase = 1.700, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right Slot: F = 1.63k, E factor = 3.080, stress increase = 1.700, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed 2 Left Slot: F = 1.63k, E factor = 3.080, stress increase = 1.700, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right Slot: F = 1.63k, E factor. = 3.080, stress increase = 1.700, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web. OK => passed VPC File: CA0400493-0IOEl.vpc VPC Version :4.5d Date: 4/14/2004 &- Design Report CA 0400493-01 Time: 10:22 AM Page: 25 of 51 Secondary_- S_ummary Report Loads and Codes - Shape: shop City: MAGALIA County: Butte State: California Country: United States Building Code: 2001 California Building Code Built Up: 89AISC Rainfall: 4.00 in per hour Based on Building Code: 1997 Uniform Building Code Cold Form: 89AISI Allow. Overstress: Building Use: Standard Occupancies Frm: 1.03, Sec: 1.03, Brc: 1.03 Dead and Collateral Loads Collateral Gravity:3.00 psf Collateral Uplift: 0.00 psf Wind Load Wind Speed: 76.00 mph Wind Exposure (Factor): B (0.607) Parts Wind Exposure Factor: 0.607 Wind Enclosure: Enclosed Wind Importance Factor: 1.000 Base Elevation: 0/0/0 Primary Zone Strip Width: N/A Parts / Portions Zone Strip Width: 2/0/0 Basic Wind Pressure: 8.98 psf Roof Covering + Second. Dead Load: 2.84 psf Frame Weight (assumed for seismic):2.50 psf Snow Load Ground Snow Load: 70.00 psf Roof Snow Load: 70.00 psf Design Snow (Sloped): 70.00 psf Snow Exposure Category (Factor): 1 Fully Exposed (1.00) Snow Importance: 1.000 Ground / Roof Conversion: 1.00 % Snow Used in Seismic: 25.00 Seismic Snow Load: 17.50 psf Live Load Live Load: 20.00 psf Not Reducible LL for Below Eave Canopy:N/A Seismic Load Seismic: Zone 3 Seismic Importance: 1.000 Framing Seismic Period: 0.2257 Bracing Seismic Period: 0.1289 Framing R -Factor:. 4.5000 Bracing R -Factor: 5.6000 Soil Profile Type: Stiff soil (D, 4) Frame Redundancy Factor: 1.0000 Brace Redundancy Factor: 1.0000 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.1800 Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. Design Load Combinations - Purlin No. Origin Factor Application Description 1 System 1.000 1.0 D + 1.0 CG + 1.0 L + CG + L 2 System 1.000 1.0 D + 1.0 CG + 1.0 S D + CG + S 3 System Derived 1.333 1.0 D + 1.0 CG + 0.250 S + 0.714. EB> D + CG + S + EB> 4 System Derived 1.700 1.200 D + 1.200 CG + 0.250 S + 1.0 EB> D + CG + S + EB> 5 System Derived 1.333 1.0 D + 1.0 CG + 0.250 S + 0.714 <EB D + CG + S + <EB 6 System Derived 1.700 1.200 D + 1.200 CG + 0.250 S + 1.0 <EB D + CG +.S + <EB 7 System Derived 1.333 1.0 D+ 1.0 Wl>+ 1.0 WBI> D+ Wl>+ WB1> 8 System Derived 1.333 1.0 D + 1.0 <W2 + 1.0 WB1> D + <W2 + WB 1> 9 System Derived 1.333 1.0D+0.500S+1.0Wl> +1.OWB1> D+S+Wl> +WBI> 10 System Derived 1.333 1.0 D + 0.500 S + 1.0 <W2 + 1.0 WB 1> D + S + <W2 + WB 1> 11 System Derived 1.333 1.0D+I.0CG+I.0S+0.500 Wl> +0.500WB1> D+CG+S+Wl> +WBI> 12 System Derived 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 <W2 + 0.500 WB 1> D + CG + S + <W2 + WB 1> 13 System Derived 1.333 1.0D+1.0Wl> +1.0<WBI D+Wl> +<WB1 14 System Derived 1.333 1.0 D + 1.0 <W2 + 1.0 <WB 1 D + <W2 + <WB 1 15 System Derived 1.333 1.0D+0.500S+1.0Wl> +1.0<WB1 D+S+Wl> +<WB] 16 System Derived 1.333 1.0 D + 0.500 S + 1.0 <W2 + 1.0 <WB 1 D + S + <W2 + <WBI 17 System Derived 1.333 1.0D+I.0CG+I.0S+0.500 W1>+0.500<WB1 D+CG+S+WI>+<WB1 18 System Derived 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 <W2 + 0.500 <WB 1 ID + CG + S + <W2 + <WB] Desien Load Combinations - Girt No. Origin Factor Application Description 1 System 1.333 1.0 Wl> Wl> 2 System 1.333 1.0 <W2 <W2 3 System 1.333 1.0 W3> W3> 4 S stem 1.333 1.0 <W4 <W4 :ions - Purlin Factor Deflection 1.000 1 150 Deflection Load Combinations - Girt No. Origin Factor Deflection Application Description 1 System 1.000 120 0.750 W1> Wl> 2 System 1.000 120 0.750 <W2 <W2 3 System 1.000 120 0.750 W3> W3> 4 System 1.000 120 0.750 <W4 <W4 VPC File: CA0400493-01OEl.vpc VPC Version A.5d VP BUILDINGS vARCO -PRUDEN Wall: 1 Design Report CA 0400493-01 Date: 4/14/2004 Time: 10:22 AM Page: 26 of 51 Dimension Key 1 4'-0" 2 3'-5 1/4" 3 2'-3" 4 2'-4" 5 3'-4" 6 3'-21/4" 7 1'-6" 8 1'-4 3/4" fAOP17y Zj/&T T�, €. div VPC File: CA0400493-OIOEl.vpc VPC Version :4.5d 5" (127mm) 1" 3" 1" (25mm) (76mm) (25mm) (19mm) 2 1/8" (54mm) ur 41 q-1 1 3/8" (35mm) STD. PART NO.: GC82 MATERIAL: 1/4" (6.4mm) PLATE BLANK WIDTH: 5" (127mm) HOLES: (2) 9/16" X -kp"- c ' S (14.3mm x 22.2mm) 9 ) MAT: GRADE 50 FINISH: STD. SHOP PRIMER S4 REV. DATE CK DWG. NO. DATE. .09/05/2003 ® DR. RJR CK. JOB NO. Date: 4/14/2004 Design Report CA 0400493-01 Time: 10:22 AM Page: 27 of 51 Maximum Secondary Designs for Shane shoo on Side 1 Des Len Description Design Detail Lap Exterior Interior Exterior % % % % Ld Lap % % - Ld % % % % Ld Lap Id ft (L9519) Status in. Bnd Shr Cmb. We Cs in. Bnd Shr Cs Bnd Shr Cmb We Cs in. I,l 7.44 8.50x0.059 C Sim Yes 0 - 9 1 - - 0.03 0.01 10 1 2 11 1 0.44 2,1 7.44 8.50x0.059 C Sim Yes 0 - - - - 13 1 0.03 0.01 10.00 1 TO.030.00 2 1 - - - - 15 3,1 7.44 8.50x0.059 C Sim Yes 0 16 1 - - - 0.03 0.01 2 4,1 7.44 8.50x0.059 C Sim Yes 0 0.06 0.03 2 5,1 4.00 8.500.059 C Sim Yes 0 0.01 0.00 0.01 0.00 1 6,1 ' 2.25 8.500.059 C Sim Yes 0 0.01 0.00 0.01 0.00 3 7,1 2.33 8.500.059 C Sim Yes 0 0.01 0.00 0.01 0.00 1 8,1 8.08 8.500.059 C Sim Yes 0 0.06 0.00 0.06 0.00 1 9,1 3.33 8.500.059 WD Sim Yes 0 0.00 0.00 0.00 0.00 1 10,1 4.00 8.500.059 WD Sim Yes 0 0.00 0.00 0.00 0.00 1 11,1 20.00 8.500.059 C Sim Yes 0 0.44 0.03 0.44 0.00 1 12,1 1.50 8.500.059 C Sim Yes 0 0.00 0.00 0.00 0.00 1 13,1 20.00 8.50x0.059 C Sim Yes 0 0.18 0.01 0.18 0.00 2 14,1 2.90 8.50x0.059 C Sim Yes 0 0.00 0.00 0.00 0.00 2 15,1 2.90 8.50x0.059 C Sim Yes 0 0.00 0.00 0.00 0.00 2 16,1 6.94 8.50x0.059 C Sim I Yes 1 0 1 1 1 0.02 0.00 0.02 0.00 2 Maximum Secondary Deflections for Shane shoo on Side 1 Design Id Segment Deflection in. Ratio Location fl Load Case Description 1 1 - - - 2 1 - - 3 1 - 4 1 0.00 (L9519) 4.00 1 W 1> 5 1 - - 6 7 1 - - - - 8 1 - - - 9 1 - - - 10 1 11 1 0.44 ( U542) 10.00 1 W 1> 12 1 - - - - 13 1 0.25 ( U970) 10.00 1 Wl> 14 1 - - - - 15 1 - - - - 16 1 - - - VPC File: CA0400493-01OEI.vpc VPC Version :4.5d Date: 4/14/2004 Design Report CA 0400493-01 Time: 10:22 AM Page: 28 of 51 Wall: 2 U ❑f! ii Dimension Key 1 1'-0" 2 2'-0" 3 4'-0" 4 3'-5 1/4" 5 4'-6 3/4" 6 9" 7 4'-3" 8 6" 9 3'-2 1/4" Maximum Secondary Designs for Sha a shop on Side 2 Des Len Description Design Detail Lap Exterior Interior Exterior % % % % Ld Lap % % % % Ld % % % % Ld Lap Id ft Status in.) Bnd Shr Cmb Wcp Cs in. Bnd Shr Cmb Wcp Cs Bnd Shr Cmb Wcp Cs in. l,l 7.44 8.500.059 C Sim Yes 0 0.09 0.04 0.09 0.00 2 2,1 7.44 8.500.059 C Sim Yes 0 0.03 0.00 0.03 0.00 2 3,1 4.00 8.500.059 C Sim Yes 0 0.01 0.00 0.01 0.00 1 4,1 14.25 8.500.059 C Sim Yes 0 0.17 0.00 0.17 0.00 1 5,1 0.75 8.500.059 C Sim Yes 0 0.00 0.00 0.00 0.00 1 5,2 4.25 8.500.059 C Sim Yes 0 0.02 0.00 0.02 0.00 1 6,1 4.00 8.500.059 WD Sim Yes 0 0.00 0.00 0.00 0.00 1 7,1 19.00 8.500.059 C Sim Yes 0 0.40 0.00 0.40 0.00 1 7,2 18.00 8.500.059 C Sim Yes 0 0.46 0.04 0.46 0.00 1 8,1 7.44 8.500.059 C Sim Yes 0 0.04 0.02 0.04 0.00 2 9,1 7.44 8.500.059 C Sim Yes 0 0.05 0.02 0.05 0.00 2 10,1 7.44 8.500.059 C Sim Yes 0 0.02 0.00 0.02 0.00 2 11,1 5.25 8.500.059 C Sim I Yes 0 1 1 1 1 1 1 0.03 10.00 10.03 10.00 1 1 VPC File:CA0400493-OIOEI.vpc VPC Version :4.5d Date: 4/14/2004 &— Design Report CA 0400493-01 Time: 10:22 AM Page: 29 of 51 Maximum Secondary Deflections for Shane shoo on Side 2 Design Id Segment Deflection in. Ratio Location(ft) Load Case Description 1 1 0.00 ( U6498) 4.00 1 Wl> 2 1 - - 3 1 - - 4 1 0.09 ( U1965) 7.00 1 Wl> 5 1 - - - - - 5 2 - - - - - 6 1 - - 7 1 0.38 ( U608) 10.00 1 Wl> 7 2 0.38 ( U575) 28.00 1 Wl> 8 1 9 1 - - - 10 1 11 1 12 1 - - - VPC File:CA0400493-010El.vpc VPC Version :4.5d Wall: 3 Date: 4/14/2004 Design Report CA 0400493-01 Time: 10:22 AM Page: 30 of 51 Dimension Key 1 4'-0" 2 3'-5 1/4" 3 3'-4" 4 5 1/4" 5 2'-10 3/4" 6 V-6" Maximum Secondary Designs for Shape shop on Side 3 Des Len Description Design Detail Lap Exterior Interior Exterior % % % % Ld Lap % % % % Ld % % % % Ld Lap Id ft Status _(jnL Bnd Shr. Cmb Wcp Bnd Shr Cmb Wcp Cs Bnd Shr Cmb Wcp Cs in. l,l 7.44 8.500.059 C Sim Yes 0 0.07 0.03 0.07 0.00 2 2,1 7.44 8.500.059 C Sim Yes 0 0.04 0.02 0.04 0.00 2 3,1 10.42 8.500.059 C Sim Yes 0 0.09 0.00 0.09 0.00 1 4,1 6.25 8.500.059 C Sim Yes 0 0.03 0.00 0.03 0.00 1 5,1 3.44 8.500.059 C Sim Yes 0 0.00 0.00 0.00 0.00 1 6,1 3.00 8.500.059 C Sim Yes 0 0.00 0.00 0.00 0.00 1 7,1 3.33 8.500.059 WD Sim Yes 0 0.00 0.00 0.00 0.00 1 8,1 20.00 8.504.059 C Sim Yes 0 0.56 0.03 0.56 0.00 1 9,1 4.40 8.500.059 C Sim Yes 0 0.00 0.00 0.00 0.00 2 10,1 4.40 8.500.059 C Sim Yes 0 0.00 0.00 0.00 0.00 2 11,1 1.50 8.500.059 C Sim Yes 0 0.00 0.00 0.00 0.00 1 12,1 6.94 8.500.059 C Sim I Yes 0 1 1 1 0.17 0.01 0.17 0.00 2 VPC File: CA0400493-0IOELvpc VPC Version :4.5d Date: 4/14/2004 &— Design Report CA 0400493-01 Time:10:22 AM Page: 31 of 51 Maximum Secondary Deflections for Shane shnn an Side 3 Design Id Segment Deflection in. Ratio Location ft Load Case Description 1 1 0.00 ( U8224) 4.00 1 WI> 2 1 - - - - - 3 1 0.00 (U4842) 5.00 1 WI> 4 1 - 5 1 - - 6 1 - 7 1 - 8 1 0.54 ( U441) 10.00 1 W1> 9 1 - - - 10 1 - - 11 1 - - - - _ 12 1 0.24 U998 10.00 1 WI> VPC File: CA0400493-01OEl.vpc VPC Version :4.5d Date: 4/14/2004 &- Design Report CA 0400493-01 Time: 10:22 AM Page: 32 of 51 Wall : 4 0 F01 I Dimension Key 1 2'-0" 2 1'-0" 3 4'-0" 4 3'-5 1/4" 5 4'-6 3/4" 6 1'-6" Maximum Secondary Designs for Shape shop on Side 4 9 Des Len Description Design Detail Lap Exterior Interior Exterior % % % % Ld Lap % % % % Ld % % % % Ld Lap Id ft 27.50 Status Wl> Bnd Shr Cmb We Cs Bnd Shr. Cmb We Cs Bnd Shr Cmb Wcp Cs in. 1,1 18.00 8.500.059 C Sim Yes _LL 0 _inj 0.26 0.00 0.26 0.00 1 1,2 19.00 8.500.059.0 Sim Yes 0 0.29 0.00 0.29 0.00 1 2,1 18.00 8.500.059 C Sim Yes 0 0.18 0.00 0.18 0.00 1 2,2 19.00 8.500.059 C Sim Yes 0 0.30 0.00 0.30 0.00 1 3,1 1.50 8.50x0.059.0 Sim Yes 0 4,1 1 18.00 8.500.059 C Sim I Yes. 1 0 1 1 1 10.1310.0010.13 10.00 1 2 Maximum Secondary Deflections for Shane shoo on Side 4 Design Id Segment Deflection in. Ratio Location f1 Load Case Description 1 1 0.21 (U1006) 9.00 1 Wl> 1 2 0.26 ( U862) 27.50 1 Wl> 2 1 0.15 ( 111 435) 9.00 1 Wl> 2 2 0.28 ( U809) 27.50 1 Wl> 3 1 - - 4 1 1 1 0.14 U1537 9.00 1 1 Wl> VPC File:CA0400493-01 OELvpc VPC Version :4.5d Date: 4/14/2004 &- Design Report CA 0400493-01 Time: 10:22 AM Page: 33 of 51 Roof: A M-;-- Su A.- Tn c fnr Qh., �h- .n C-1. A Des Len Description Design Detail Lap Exterior Interior Exterior % % % % Ld Lap % % % % Ld % % % % Ld Lap Id ft 9.50 Status in. Bnd Shr Cmb We Cs in. Bnd Shr Cmb Wcp Cs Bnd Shr I Cmb. Wcp Cs in. 1,1 20.00 8.50x0.105 Z Con Yes 12 0.92 0.24 0.92 0.00 2 0.61 0.13 0.73 0.68 2 12 1,2 20.00 8.50x0.105 Z Con Yes 12 0.61 0.14 0.73 0.68 2 12 0.91 0.25 0.91 0.00 2 2,1 20.00 8.500.092 Z Con Yes 12 0.07 0.05 0.51 0.90 2 0.41 0.11 0.63 0.72 12 12 2,2 20.00 8.500.092 Z Con Yes 12 0.41 0.12 0.63 0.72 12 12 0.02 0.19 0.46 0.86 2 3,1 20.00 8.500.059 EZ Sim Yes 00.86 0.00 0.86 0.00 2 3,2 1 20.00 8.500.082 EZ Sim I Yes 1 0 0.01 10.17 10.50 0.94 2 Maximum Secandary Deflectinns fnr Chane zhnn nn Cide A Design Id Segment Deflection(in.) Ratio Location ft Load Case Description 1 1 -0.45 (L/475 ) 9.50 1 S 1 2 -0.70 (U328 ) 31.00 1 S 2 1 -0.40 ( U539 ) 9.50 1 S 2 2 -0.62 (U369) 31.00 1 S 3 1 -0.85 (U255 ) 11.00 1 S. 3. 1 2 1 -0.75 U302 29.50 1 1 1 S -- A>T,> A Q C4 (B " A -H -r --,2a LL cGfp� VPC File: CA0400493-01 OEI.vpc VPC Version :4.5d PURL/N ANCHORAGE FORCES Required Input - Roof Geometry Pitch (?/12) =1 00 Pitch Angle = 4.76 (deg.) Plane Width =100 (ft. ) (7) No. Bays = 2 NOTE: Plane width is on slope Uniform Roof Load Live, Snow = ,jook psf Continuous Purlins Purlin Data Simp./Cont.? C S ! C? # Purlins,np =4 Z Depth, d ="8j50 ( ft. ) Avg. Purlin Spacing: 2.5 ft. Purlin Clip Data RG;p = 760 (lb. ) Clip type = ARC1 # Downhill, na = s OSP Dead Load =9 5A89:, psf ranee I ype ='r Total Load = 75.89 psf I Strength, Sd = 0.129 ( k/ft.) Job No:: CA-.71�ao�-f Page: of Date: 3311 Prepared By: X46T Rev. 8, 2/09/04 Consider supports'as restrained? Consider rake channel? Span Length / Purlin Thickness Bay # Length Thickness 1 2 0 ft.0:093 ft. ft. in. in. in. i0 093' d 0 000 --. ft. ft. in. in. in. MR7,4 21 Naff _ r�, Z� ft. MM I. Anchorage Forces, Resistance, Diaphragm Shear & Deflection --Restraints t (in.) = "4, 0.093 4y 0.093 A 0.000 A 0.000 144 0.000 A 0.000 �*A 0.000 �*A 0.000 14 0.000 L (ft.) = id 20.0 20.0 14 0.0' R (k) = 0.76 1.52 0.76 - -- -- - -- - Panel Shear to o 0 0 0 0 c 0 0 m v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0\ 0 0 0 0 0 0 0 0 0 CD o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S= 0129 0 0 0 0 0 0 o c allow Alin.) = 0.030 0.030 0.000 0.000 0.000 0.000 0.000 0.000 0.000 U360 = 0.66 0.667 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 Stiffness, G= 13.20 (Win.) "Input: "SSR", "SSR -bp", "SSR-tr, , "SLR", "SLR-tf", "PR", "PR -s', CFR -42-2,2.5,3,4,5,6 or "NBVP" Calculated Values: I. Anchorage Forces, Resistance, Diaphragm Shear & Deflection --Restraints at Supports Roof Panel Type = PR anchorage resistance Panel Diaphragm Shear and Deflection Frm. P, R, nc nc Rc Rake R tcw Bay S, S,/S, SR SR/ Sa A (in.) A # kips kips Req'd kips Chan kips # k/ft. ratio k/ft. ratio actual limit ratio 1 0.66 0.00 1 0.76 0.00 0.76 1 0.066 0.51 0.046 0.35 0.030 0.667 0.045 2 0.92 0.00 2 1.52 0.00 1.52 2 0.046 0.35 0.066 0.51 0.030 0.667 0.045 3 0.66 0.00 1 0.76 0.00 0.76 -- 0.000 0.00 0.000 0.00 0.000 0.000 0.000 - 0.00 -- - -- - -- -- 0.000 0.00 0.000 0.00 0.000 0.000 0.000 - 0.00 - - - - - - 0.000 0.00 0.000 0.00 0.000 0.000 0.000 - 0.00 - - - - - -- 0.000 0.00 0.000 0.00 0.000 0.000 0.000 -- 0.00 - - - - - - 0.000 0.00 0.000 0.00 0.000 0.000 0.000 -- 0.00 - - - - - - 0.000 0.00 0.000 0.00 0.000 0.000 0.000 -- 0.00 - - - - - -- 0.000 0.00 1 0.000 0.00 0.000 0.000 0.000 - 0.00 - - - - - EPL= 2.2 ER= 3.04 Anchorage Forces Graphic Summary PL (k) = 0.66 0.92 0.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t (in.) = "4, 0.093 4y 0.093 A 0.000 A 0.000 144 0.000 A 0.000 �*A 0.000 �*A 0.000 14 0.000 L (ft.) = id 20.0 20.0 14 0.0' R (k) = 0.76 1.52 0.76 - -- -- - -- - Panel Shear to o 0 0 0 0 c 0 0 m v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0\ 0 0 0 0 0 0 0 0 0 CD o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S= 0129 0 0 0 0 0 0 o c allow Alin.) = 0.030 0.030 0.000 0.000 0.000 0.000 0.000 0.000 0.000 U360 = 0.66 0.667 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 Date: 4/14/2004 &- Design Report CA 0400493-01 Time:10:22 AM Page: 34 of 51 Roof : B Maximum Secondary Designs for Shape shop on Side B Des Len Description Design Detail Lap Exterior Interior Exterior % % % % Ld Lap % % % % Ld % % % % Ld Lap Id (ft) 30.50 Status in. Bnd Shr Cmb We Cs in.) Bnd Shr Cmb We Cs Bnd Shr Cmb W Cs in. 1,1 20.00 8.50x0.105 Z Con Yes 12 0.91 0.25 0.91 0.00 2 0.61 0.14 0.73 0.68 2 12 1,2 20.00 8.50x0.105 Z Con Yes 12 0.61 0.13 0.73 0.68 2 12 0.92 0.24 0.92 0.00 2 2,1 20.00 8.50x0.092 Z Con Yes 12 0.02 0.03 0.46 0.86 2 0.41 0.12 0.63 0.72 12 12 2,2 20.00 8.50x0.092 Z Con Yes 12 0.41 0.11 0.63 0.72 12 12 0.07 0.18 0.51 0.90 2 3,1 20.00 8.50x0.082 EZ Sim Yes 0 0.01 0.02 0.50 0.94 2 3,2 1 20.00 8.500.059 EZ Sim Yes 1 0 0.86 0.00 0.86 1 0.00 1 2 Maximum Secondary Deflections for Shape shop on Side B Design Id Segment Deflection in. Ratio Location ft Load Case Description 1 1 -0.70 ( U327) 9.00 1 S 1 2 -0.45 ( U476) 30.50 1 S 2 1 -0.62 (U368) 9.00 1 S 2 2 -0.40 ( U540.) 30.50 1 S 3 1 -0.75 (U302) 10.50 l S 3 2 1 -0.85 U255. 29.00 1. 1 S Purlin Anchorage Forces Shape. Force Resistance Numb. Purlins Roof Angle itch A14-rl-kD&L cUp A 1.21 B 1.21 3.34 3.50 4 4.764( 1.000:12) 4 4.764 1.000:12 � tic -- ►``� , (-rlrf> J ---' A3�D A PC- 8`1 1 15� A14-rl-kD&L cUp '�c3 12 � tic -- ►``� , (-rlrf> J VPC File: CA0400493-01 OEl.vpc VPC Version :4.5d Date: 4/14/2004 &— Design Report CA 0400493-01 Time: 10:22 AM Page: 35 of 51 Loads and Codes - Shape: shop City: MAGALIA County: Butte State: California Country: United States Building Code: 2001 California Building Code Built Up: 89AISC Rainfall: 4.00 in per hour Based on Building Code: 1997 Uniform Building Code Cold Form: 89AISI Allow. Overstress: Building Use: Standard Occupancies Frm: 1.03, Sec: 1.03, Brc: 1.03 Dead and Collateral Loads Live Load Collateral Gravity:3.00 psf Roof Covering + Second. Dead Load: 2.84 psf Live Load: 20.00 psf Not Reducible Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf LL for Below Eave Canopy:N/A Wind Load Wind Speed: 76.00 mph Wind Exposure (Factor): B (0.607) Parts Wind Exposure Factor: 0.607 Wind Enclosure: Enclosed Wind Importance Factor: 1.000 Base Elevation: 0/0/0 Primary Zone Strip Width: N/A Parts / Portions Zone Strip Width: 2/0/0 Basic Wind Pressure: 8.98 psf Snow Load Ground Snow Load: 70.00 psf Roof Snow Load: 70.00 psf Design Snow (Sloped): 70.00 psf Snow Exposure Category (Factor): (1.00) Snow Importance: 1.000 Ground / Roof Conversion: 1.00 % Snow Used in Seismic: 25.00 Seismic Snow Load: 17.50 psf Deflection Conditions Frames are vertically supporting: Metal Roof Purlins and Panels Frames are laterally supporting:Metal Wall Girts and Panels Purlins are supporting:Metal Roof Panels Girts are supporting:Metal Wall Panels Seismic Load Seismic: Zone 3 Seismic Importance: 1.000. Framing Seismic Period: 0.2257 1 Fully Exposed Bracing Seismic Period: 0.1289 Framing R -Factor: 4.5000 Bracing R -Factor: 5.6000 Soil Profile Type: Stiff soil (D, 4) Frame Redundancy Factor: 1.0000 Brace Redundancy Factor: 1.0000 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.1800 Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. VPC File:CA0400493-01 OEI.vpc VPC Version :4.5d 7�ARMVP BUILDINGS CO-PRUOEN Wall: 4, Frame at: 2/0/0 Frame Cross Section: 2 Dimension Key 1 4'-0" 2 3'-5 1/4" 3 1'-6" 4 3'-0 3/4" 5 1'-6 11/16" 6 3'-9" 7 2 @ 2'-2 11/16" 8 3 3/8" 9 4'-6 3/4" 10 12'-10" Design Report CA 0400493-01 Date: 4/14/2004 Time: 10:22 AM Page: 36 of 51 M m LL LL VPC File: CA0400493-01OEl.vpc VPC Version :4.5d Date: 4/14/2004 &— Design Report CA 0400493-01 Time: 10:22 AM Page: 37 of 51 Frame Clearances Horiz. Clearance between members 1(CX001) and 4(CX002): 18'-7" Vert. Clearance at member 1(CX001): 10'-4 1/8" Vert. Clearance at member 4(CX002): 10'-4 1/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VPC File: CA0400493-01OEl.vpc VPC Version A.5d Date: 4/14/2004 &_ Design Report CA 0400493-01 Time: 10:22 AM Page: 38 of 51 Frame Location Design Parameters: Status 1 2/0/0 1 11/0/0 (Rigid Frame 1 90.0000 1 1 - I Automatic Design I DESCRIPTION: VP Buildings RIGID FRAMES (Type "RF") are solid -web framing systems consisting of tapered or uniform rafters rigidly connected to tapered or uniform depth columns. The frame provides a clear span (no interior columns) and is designed to support the applied loads as specified. (AISC Type 1 Construction) ANALYSIS: The boundary conditions established for RIGID FRAMES assume the rafter beam is a fully continuous member, spanning from building eave to building eave, with exterior columns rigidly attached (moment -resisting connection). The Exterior Columns are typically pinned connected (free to rotate) at their base connection to the foundation. DESIGN: RIGID FRAMES are designed in accordance with the AISC "Specification for Structural Steel Buildings", 9th Edition. MATERIAL: Structural steel plate, bar, and/or sheet intended for use in RIGID FRAME bolted and/or welded constructions typically will be of material based on the requirements of ASTM A529, A572, A570, or A607, Grade 50. Desien Load Combinations - Framine No. Origin Factor Application Description 1 System 1.000 1.0 D + 1.0 CG + 1.0 L D + CG + L 2 System 1.000 1.0 D + 1.0 CG + 1.0 S D. + CG + S 3 System 1.000 1.0 D + 1.0 CG + 1.0 USI • D + CG + US 1 * 4 System 1.000 1.0 D + 1.0 CG + 1.0 *US 1 D + CG + *US 1 5 System 1.333 I.0D+I.0W1> D+Wl> 6 System 1.333 1.0 D + 1.0 <W 1 D + <W1 7 System 1.333 1.0 D + 1.0 WP D + WP 8 System 1.333 1.0D+1.0CG+0.250S+0.714F> D+CG+S+E> 9 System 1.333 1.0 D + 1.0 CG + 0.250 S + 0.714 <E D + CG + S + <E 10 System 1.333 1.0 D + 0.500. S + 1.0 W 1> D + S + W 1> 11 System 1.333 1.0 D + 0.500 S + 1.0 <W 1 D + S + <W1 12 System 1.333 1.0 D + 0.500 S + 1.0 WP D + S + WP 13 System 1.333 1.0D+1.0CG+I.0S+0.500W1> D+CG+S+WI> 14 System 1.333 1.0 D + 1.0 CG + 1.0. S + 0.500 <W1 D + CG + S + <W1 15 System 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 WP D + CG + S + WP 16 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 F> D +. CG + S + E> 17 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 <E D + CG +. S + <E 18 Special 1.700 0.900 D + 0.900 CG + 2.800 F> D + CG + E> 19 Special 1.700. 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 20 Special 1.700 1.200 D + 1.200 CG + 2.800 E> D + CG + F> 21 Special 1.700 1.200 D + 1.200 CG + 2.800 <E D + CG + <E Frame Member Sizes Mem. Fig Width Fig Thk Web Thk Depth Depth2 Length Weight Fig Fy Web Fy Splice Codes Shape No. in. in. in. in. in. ft ) i i It.I h.2 D + CG + L 1 5.00 0.1345 0.1345 8.50 8.50 11.29 108.8 50.00 50.00 BP KN 3P 2 5.00 0.1875 0.1345 12.00 12.00 10.03 128.1 50.00 50.00 KN SP 3P 3 5.00 0.1875 0.1345 12.00 12.00 10.03 128.1 50.00 50.00 SP KN 3P 4 5.00 0.1345. 0.1345 8.50 8.50 11.29 108.8 50.00 50.00 BP KN 3P Total Frame Weight = 473.7. (p) (Includes all plates) Frame Pricing Weight = 540.1 (p) (Includes all pieces) Boundary Condition Summary Member X -Loc Y -Loc Supp. X Supp. Y Moment Dis lacement X in. Dis lacement Y in. Displacement ZZ rad. 1 4 0/0/0 20/0/0 0/0/0 0/0/0 Yes Yes Yes Yes No No 0/0/0 0/0/0 0/0/0 0/0/0 0.0000 0.0000 Frame Reactions - Load Cases at Frame Cross Section: 2 VPC File: CA0400493-01 OEl.vpc VPC Version :4.5d X -Loc 0/0/0 20/0/0 Gridl - Grid2 2-13 2-A Ld Description Hx Vy Hx V a lication factor not shown ) (k 1 D + CG + L 0.42 3.08 -0.42 3.08 - 2 D + CG + S 1.21 8.63 -1.21 8.63 - rCs 3 D + CG + US 1 * 0.93 .5.68 -0.93 7.70 - 4 D + CG + *US 1 0.93 7.70 -0.93 5.68 - 5 D + W 1> -0.89 -0.66 -0.67 0.31 - - 6 D + <W1 0.67 0.31 0.89 -0.66 - 7 D + WP 0.30 -0.18 -0.30 -0.18 - VPC File: CA0400493-01 OEl.vpc VPC Version :4.5d Date: 4/14/2004 &_ Design Report CA 0400493-01 Time: 10:22 AM Page: 39 of 51 Load 8 D + CG + S + F> -0.06 2.29 -0.83 3.32 - Load Vrt Down Load 9 D+CG+S+<E 0.83 3.32 0.06 2.29 - Case (Hx) Case 10 D + S + W 1> -0.34 3.23 -1.22 4.20 - - (-Mzz) Case 11 D + S + <W1 1.22 4.20 0.34 3.23 - - k WP 12 D+ S + WP 0.85 3.71 -0.85 3.71 - - <E 13 D+CG+S+W1> 0.73 8.04 -1.51 8.53 - - - - 14 D+CG+S+<W1 1.51 8.53 -0.73 8.04 - - 20/0/0 2-A 15 D+ CG + S + WP. 1.33 8.28 -1.33 8.28 - - 0.66 Maximum Reartinnc Summary - Framina X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load S 0.00 (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case 1.40 1.40 <W 1 1.56 1.56 1.40 k WP 0.00 0.00 1.40 1.40 F> 1.25 (in -k 0.00 <E 0/0/0 2-B 0.89 5 1.51 14 155.1 - - - 0.66 5 8.63 2 0.750 2.50 1 - 20/0/0 2-A 1.51 13 0.89 6 118.2 155.1 - - 0.66 6 8.63 2 13.04 - 2.50 - Snm of Fnrrac with Rrartinnc rharlr - R -i.. Load Type Horizontal Load Reaction Vertical Load Reaction D 0.00 0.00 1.11 1.05 CG 0.00 0.00 0.67 0.67 L 0.00 0.00 4.44 4.44 S 0.00 0.00 15.56 15.56 US 1 * 0.00 0.00 11.67 11.67 *US 1 0.00 0.00 11.67 11.67 W 1> 1.56 1.56 1.40 1.40 <W 1 1.56 1.56 1.40 1.40 WP 0.00 0.00 1.40 1.40 F> 1.25 1.25 0.00 0.00 <E 1 1.25 1 1.25 1 0.00 1 0.00 Base Plate Summary X -Loc Grid Mem. Thickness Width Length Num. Of Bolt Diam. Type Welds to Welds to Welding No. No. in. in. in. Bolts in. in. Flange Web 0/0/0 2-B 1 0.375 8 10 4 0.750 A36 OS -0.1875 OS -0.1875 20/0/0 2-A 4 0.375 8 10. 4 0.750 A36 OS -0.1875 OS -0.1875 Weh Stiffener Summary Mem. Stiff. Desc. Loc. Web Depth h/t a/h a Thick. Width Side Welding No. No. 4 ft in. Ld Actual in. in. in. Capacity Description 1 1 S3 10.31 8.231 N/A N/A N/A 0.1875 2.000 Both F-FP,W-OS-0.1875 4 1 S3 10.31 8.231. N/A N/A N/A 0.1875 2.000 Both F-FP,W-OS-0.1875 Rnited Cnnnertinnc CA125 Rnitcl Mem. Jt. Type Conn. Thick. Width Length Bolt Diam. Pitch Rows -Out Rows -In Moment -.Out Moment -. In 2 4 2 4 Ld Actual Capacity Ld Actual Capacity No. No. in. (in.) (in. in.) Bolt Bolt Bolt Bolt Cs in -k) (in -k) Cs in -k in -k 1 2 KN(Face) STD 0.375 6.00 12.50 0.750 _jtL 2.50 1 0 1 0 17 149.3 155.1 18 118.2 155.1 2 1 KN(Face) STD 0.375 6.00 13.00 0.750 2.50 1 0 1 0 17 149.3 155.1 18 118.2 155.1 2 2 SP STD 0.500 6.00 13.04 0.750 2.50 1 0 2 0 5 9.1 280.3 2 307.8 378.3 3 1 SP STD 0.500 6.00 13.04 0.750 2.50 1 0 2 0 5 9.1 280.3 2 307.8 378.3 3 2 KN(Face) STD 0.375 6.00 13.00 0.750 2.50 1 0 1 0 16 149.3 155.1 19 118.2 155.1 4 1 2 1 KN(Face) STD 1 0.375 1 6.00 1 12.50 1 0.750 1 2.50 1 1 1 0 1 1 1 0 1 161 149.3 155.1 19 118.2 155.1 Flanne Rrare Summary Member From Member Joint 1 From Side Point 1 Part Design Note 2 1/11/3 7/6/6 FB2064 2 7/10/14 1/6/11 FB2064 3 1/6/0 1/6/11 FB2064 3 7/5/11 7/6/6 FB2064 VPC File: CA0400493-01OEI.vpc VPC Version :4.5d Date: 4/14/2004 Design Report CA 0400493-01 Time: 10:22 AM Page: 40 of 51 Frame Design Member Summary - Controlline Load Case and Maximum Combined Stresses Der Member (Locations are from Joint 11 Mem. Actual Forces I Actual Stresses I Allowable Stress Condition Mem. Loc. Depth Load Axial Shear Mom -x Mom -y Axial Shear Bnd-X Bnd-Y --- Stress /Force --- Sum % % No. ft in. Case k k in -k in -k ksi ksi ksi ksi Axial I Shear Bnd-X I Bnd-Y Bnd+Ax Shear 1 10.34 8.50 2 -8.6 -1.2 -150.1 0.0 3.52 1.09 21.42 0.00 21.551 17.55 26.611 26.61 0.937 0.062 2 8.22 12.00 2 -1.3 1.1 298.7 0.0 0.38 0.73 23.31 0.00 23.001 11.13 26.681 26.68 0.888 0.065 3 1.46 12.00 2 -1.3 -1.1 298.7 0.0 0.38 0.73 23.31 0.00 24.041 11.13 26.681 26.68 0.888 0.065 4 10.34 8.50 2 -8.6 1.2 -150.1 0.0 3.52 1.09 21.42 0.00 21.55 17.55 26.611 6.61 0.937 0.062 Mem. Loc. Depth Area Rx Ry Lx Ly -1 Ly -2 Klx Klyl Kly2 Sx Lbl Rt -1 Lb2 Rt -2 Qs Qa Cbl Cbl No. ft in. in.2 in. in. in. in. in. /Rx /R /Ry in.3 in. in. in. in. 1 10.34 8.50 2.45 3.49 1.07 124.14 16.9 9.4 53.4 15.8 8.8 7.01 34.9 1.31 9.4 1.30 0.89 1.00 1.15 1.07 2 8.22 12.00 3.44 4.91 1.07 112.39 45.0 35.0 22.9 42.2 32.8 12.81 45.0 1.31 35.0 1.31 0.89 1.00 1.24 1.00 3 1.46 12.00 3.44 4.91 1.07 112.39 35.0 45.0 22.9 32.8 42.2 12.81 35.0 1.31 45.0 1.31 0.89 1.00 1.00 1.24 4. 10.34 8.50 2.45 3.49 1.07 124.14 34.9 9.4 53.4 32.6 8.8 7.01 34.9 1.31 9.4 1.30 0.89 1.00 1.15 1.07 Deflection Load Combinations - Framing No. Origin Factor Def H Def V Application Description 1 System 1.000 60 0 0.750 W1> Wl> 2 System 1.000 60 0 0.750 <W 1 <WI 3 System 1.000 60 0 0.750 WP WP 4 System 1.000 60 0 0.600 F> E> 5 System 1.000 60 0 0.600 <E <E Maximum Frame Deflection Summary fnr Crnss Sertinn! 2 Description Deflection in. Ra IMemberl Joint Load Case Load Case Description Max. Horizontal Deflection . Vertical Deflection for Span 1 -0.418 0.045 (H/310) U5176 4 2 2 2 2 2 <W 1 <Wl • Negative horizontal deflection is left • Negative vertical deflection is down Lateral deflections of primary frames are calculated on a bare frame basis and do not include resistance from systems such as roof and endwall diaphragms. Therefore; these deflections may be considerably overstated. VPC File: CA0400493-01 OEI.vpc VPC Version :4.5d Date: 4/14/2004 Design Report CA 0400493-01 Time: 10:22 AM Page: 41 of 51 Wall: 4, Frame at: 20/0/0 Frame Cross Section: 3 Is m M CO CO LL LL Dimension Key 1 4'-0" 2 3'-5 1/4" 3 P-6" 4 3'-0 3/4" 5 1'-6 11/16" 6 3'-9" 7 2 @ 2'-2 11/16" 8 3 3/8" 9 4'-6 3/4" 10 12'-10" VPC File: CA0400493-O1OEl.vpc VPC Version :4.5d Date: 4/14/2004 Design Report CA 0400493-01 Time: 10:22 AM Page: 42 of 51 Frame Clearances Horiz. Clearance between members I (CX003) and 4(CX004): 18'-7" Vert. Clearance at member I(CX003): 10'-4 1/8" Vert. Clearance at member 4(CX004): 10'4 1/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VPC File: CA0400493-01OEl.vpc VPC Version :4.5d Date: 4/14/2004 &_ Design Report CA 0400493-01 Time: 10:22 AM Page: 43 of 51 Frame Location Design Parameters: Location I Avg. Bay Space I Description Angle I Group Trib. Override Design Status 20/0/0 1 18/6/0 IRigid Frame 1 90.0000 1 1 - I Automatic Design DESCRIPTION: VP Buildings RIGID FRAMES (Type "RF") are solid -web framing systems consisting of tapered or uniform rafters rigidly connected to tapered or uniform depth columns. The frame provides a clear span (no interior columns) and is designed to support the applied loads as specified. (AISC Type 1 Construction) ANALYSIS: The boundary conditions established for RIGID FRAMES assume the rafter beam is a fully continuous member, spanning from building eave to building eave, with exterior columns rigidly attached (moment -resisting connection). The Exterior Columns are typically pinned connected (free to rotate) at their base connection to the foundation. DESIGN: RIGID FRAMES are designed in accordance with the AISC "Specification for Structural Steel Buildings", 9th Edition. MATERIAL: Structural steel plate, bar, and/or sheet intended for use in RIGID FRAME bolted and/or welded constructions typically will be of material based on the requirements of ASTM A529, A572, A570, or A607, Grade 50. Design Load Combinations - Framing No. Ori in Factor Application Description 1 System 1.000 1.0 D + 1.0 CG + 1.0 L D + CG + L 2 System 1.000 1.0 D + 1.0 CG + 1.0 S D + CG + S 3 System 1.000 1.0 D + 1.0 CG + 1.0 USI * D + CG + US 1 * 4 System 1.000 1.0 D + 1.0 CG + 1.0 *US] D + CG + *USI 5 System 1.333 1.0 D+ 1.0 Wl> D+ Wl> 6 System 1.333 1.0 D + 1.0 <W 1 D + <W I 7 System 1.333 1.0 D + 1.0 CG + 0.250 S + 0.714 F> D + CG + S + F> 8 System 1.333 1.0D+I.0CG+0.250S+0.714<E D+CG+S+<E 9 System 1.333 1.0 D + 0.500 S + 1.0 W 1> D + S + W 1> 10 System 1.333 1.0 D + 0.500 S + 1.0 <WI D+S+<WI 11 System 1.333 1.0D+I.0CG+I.0S+0.500W1> D+CG+S+WI> 12 System 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 <W 1 D + CG + S + <W 1 13 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 E> D + CG + S + F> 14 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 <E D + CG + S + <E 15 Special 1.700 0.900 D + 0.900 CG + 2.800 P> D + CG + F> 16 Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 17 Special 1.700 1.200 D + 1.200 CG + 2.800 F> D + CG + E> 18 Special 1.700 1.200 D + 1.200 CG + 2.800 <E D + CG + <E 19 System Derived 1.333 1.0 D + 1.0 WP + 1.0 WB 1> .+ WP + WBI> 20 System Derived 1.333 1.0 D + 0.500 S + 1.0 WP + 1.0 WB 1> D + S + WP + WB 1> 21 System Derived 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 WP + 0.500 WB 1> D + CG + S + WP + WB 1> 22 System Derived 1.333 1.0 D + 1.0 WP + 1.0 <WB 1 D + WP + <WB 1 23 System Derived 1.333 1.0 D + 0.500 S + 1.0 WP + 1.0 <WB 1 D + S + WP + <WB 1 24 System Derived 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 WP + 0.500 <WB 1 D + CG + S + WP + <WB 1 25 System Derived 1.333 1.0 D + 1.0 CG + 0.250 S + 0.214 F> + 0.714 EB> D + CG + S + E> + EB> 26 System Derived 1.333 1.0 D + 1.0 CG + 0.250 S + 0.214 <E + 0.714 EB> D +. CG + S + <E + EB> 27 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 EB> D + CG + S + EB> 28 Special 1.700 0.900 D + 0.900 CG + 2.800 EB> D + CG + EB> 29 Special 1.700 1.200 D + 1.200 CG + 2.800 EB> D + CG + EB> 30 System Derived 1.333 1.0 D + 1.0 CG + 0.250 S + 0.214 E> + 0.714 <EB D + CG + S + F> + <EB 31 System Derived 1.333 1.0 D + 1.0 CG + 0.250 S + 0.214 <E + 0.714 <EB D + CG + S + <E + <EB 32 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 <EB D + CG + S + <EB 33 Special 1.700 0.900 D + 0.900 CG + 2.800 <EB D + CG + <EB 34 1 Special 1 1.700 11.200 D + 1.200 CG + 2.800 <EB ID + CG + <EB Frame Member Sizes Mem. Flg Width Flg Thk Web Thk Depthl Depth2 Length Weight Flg Fy Web Fy Splice Codes Shape No. in.) in. in. in. in. ft ( (ksi) (ksi) Jt.l Jt.2 1 8.50 0.2500 0.1345 8.50 8.50 11.29 227.0 50.00 50.00 BP KN 3P 2 7.00 0.2500 0.1345 12.00 12.00 10.03 197.5 50.00 50.00 KN SP 3P 3 7.00 0.2500 0.1345 12.00 12.00 10.03 197.5 50.00 50.00 SP KN 3P 4 8.50 0.2500 0.1345 8.50 8.50 11.29 227.0 50.00 50.00 BP KN 3P Total Frame Weight = 848.8 (p) (Includes all plates) Frame Pricing Weight = 928.9 (p) (Includes all pieces) Boundary Condition Summary Member X -Loc Y -Loc Supp. X Supp. Y Moment Displacement X(in.) Displacement Y in. Dis lacement ZZ(rad. 1 4 1 0/0/0 20/0/0 0/0/0 0/0/0 Yes Yes Yes No Yes No 0/0/0 0/0/0 0/0/0 0/0/0 0.0000 0.0000 VPC File: CA0400493-01 OE1.vpc VPC Version :4.5d Date: 4/14/2004 Design Report CA 0400493-01 Time: 10:22 AM Page: 44 of 51 Frame Reactions - Load Cases at Frame Cross Section: 3 Maximum Reactions Summary - Framin¢ X -Loc X -Loc Hrz left 0/0/0 Hrz Right Load 20/0/0 Load Hrz Out Load Grid -Grid2 Load 3-B Load Mom cw 3-A Mom ccw Load Ld Description Hx Hz Vy Hx Hz V (Hz) Cs (application factor not shown Case (Vy) Case k (k (Mzz) Case 1 D + CG + L 0.90 - 5.42 -0.90 2.33 5.42 - 2 D + CG + S 3.06 - 17.92 -3.06 0.00 17.92 - 3 D + CG + US 1 * 2.36 - 11.77 -2.36 1.38 15.97 - 4 D + CG + *US 1 2.36 - 15.97 -2.36 - 11.77 - - 5 D + W 1> -1.48 - -0.94 -1.11 - 0.67 - - 6 D + <W 1 1.11 - 0.67 1.48 - -0.94 - - - 7 D+CG+S+E> 0.22 - 4.91 -1.70 - 6.63 - - - 8 D+CG+S+<E 1.70 - 6.63 -0.22 4.91 - - - 9 D+S+W1> -0.08 - 7.16 -2.51 - 8.77 - - - 10 D+S+<Wl 2.51 - 8.77 0.08 7.16 - - - 11 D+CG+S+Wl> 2.25 - 16.93 -3.54 17.74 - - - 12 D + CG + S + <W 1 3.54 - 17.74 -2.25 16.93 - - 19 D + WP + WB1> 0.52 -0.72 -0.59 -0.52 -0.73 -0.60 - 20 D +. S + WP + WBl> 1.92 -0.72 7.51 -1.92 -0.73 7.50 - - 21 D + CG + S + WP + WB 1> 3.25 -0.36 17.11 -3.25 -0.36 17.10 - - 22 D + WP + <W131 0.52 - 0.32 -0.52 - 0.32 - - 23 D+S+WP+<WB1 1.92 8.42 -1.92 8.42 - - 24 D + CG + S + WP + <WB 1 3.25 17.56 -3.25 17.57 - - - 25 D + CG + S + Fj + EB> 0.74 -1.38 4.65 -1.18 -1.38 5.14 26 D + CG + S + <E + EB> 1.18 -1.38 5.17 -0.74 -1.38 4.63 - 30 D + CG + S + E> + <EB 0.74 - 6.38 -1.18 - 6.90 - 31 1 D + CG + S + <E + <EB 1.18 6.90 1 -0.74 6.38 Maximum Reactions Summary - Framin¢ X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load S 0.00 (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case 2.33 2.33 <W 1 2.59 2.59 2.33 2.33 F> 2.07 2.07 0.00 0.00. <E 2.07 in -k 0.00 in -k WP 0/0/0 3-13 1.48 5 3.54 12 1.38 -25 0.92 <WB1 0.94 5 17.92 2 - - - 0.00 20/0/0 3-A 3.54 11 1.48 6 1.38 25 0.94, 6 17.92 2 - - Sum of Forces with Reactions Check - Framing Load Type Horizontal Load Reaction Vertical Load Reaction D 0.00 0.00 2.17 2.05 CG 0.00 0.00 1.39 1.39 L 0.00 0.00 7.40 7.40 S 0.00 0.00 32.39 32.39 US 1 * 0.00 0.00 24.30 24.30 *US 1 0.00 0.00 24.30 24.30. Wl> 2.59 2.59 2.33 2.33 <W 1 2.59 2.59 2.33 2.33 F> 2.07 2.07 0.00 0.00. <E 2.07 2.07 0.00 0.00 WP 0.00 0.00 2.33 2.33 WB1> 0.00 0.00 0.00 0.92 <WB1 0.00 0.00 0.00 0.92 EB> 0.00 0.00 0.00 2.44 <EB 0.00 0.00 0.00 2.44 Base Plate Summary X -Loc Grid Mem. Thickness Width Length Num. Of Bolt Diam. Type Welds to Welds to No. in. in. in. Bolts in. Flange Web 0/0/0 3-B 1 0.375 10 10 4 0.750 A36 OS -0.1875 OS -0.1875 20/0/0 3-A 4 0.375 10 10 4 0.750 A36 OS -0.1875 OS -0.1875 VPC File:CA0400493-01 OEI.vpc VPC Version :4.5d Date: 4/14/2004 - Design Report CA 0400493-01 Time: 10:22 AM Page: 45 of 51 Web Stiffener Summary Mem. Stiff. Desc. Loc. Web Depth h/t a/h a Thick. Width Side Welding No. No. 4 ft (in.) Ld Actual (in. in.) in. Capacity Description 1 1 S3 10.31 8.000 N/A N/A N/A 0.3125 4.000 Both F-FP,W-OS-0.1875 1 2 S4 Cs Alternate Web Thick.= 0.2500 0.3125 4.000 Opposite Fillet W -BS -0.1875 4 1 S3 10.31 8.000 N/A N/A N/A 0.3125 4.000 Both F-FP,W-OS-0.1875 4 2 S4 KN(Face) Alternate 1 Web Thick .= 0.2500 0.3125 4.000 1 Opposite Fillet I W -BS -0.1875 Bolted Connections (A325 Bolts) Mem. Jt. Type Conn. Thick. Width Length Bolt Diam. Pitch Rows -Out Rows -In Moment - Out Moment - In 2 4 2 4 Ld Actual Capacity Ld Actual Capacity No. No. k in -k in. in. in. in. in. Bolt I Bolt Bolt Bolt Cs in -k) (in -k) Cs in -k) (in -k 1 2 KN(Face) STD 0.500 9.00 12.50 0.750 2.50 2 0 1 0 2 336.0 403.3 15 191.5 306.6 2 1 KN(Face) STD 0.500 7.00 13.00 0.750 2.50 2 0 1 0 2 336.0 403.3 15 191.5 306.6 2 2 SP STD 1.000 7.00. 13.04 0.750 2.50 1 0 2 0 5 10.6 341.9 2 561.9 596.5 3 1 SP STD 1.000 7.00 13.04 0.750 2.50 1 0 2 0 5 10.6 341.9 2 561.9 596.5 3 2 KN(Face) STD 0.500 7.00 13.00 0.750 2.50 2 0 1 0 2 336.0 403.3 16 191.5 306.6 4 1 2 1 KN(Face) STD 1 0.500 1 9.00 1 12.50 1 0.750 2.50 2 0 1 1 1 0 1 2 1 336.0 403.3 161 191.5 306.6 Flanee Brace Summary Member From Member Joint 1 From Side Point 1 Part Design Note 2 1/11/3 7/6/6 (2)FB2064 Axial 2 7/10/14. 1/6/11 FB2064 Shear 3 1/6/0 1/6/11 FB2064 % 3 7/5/11 7/6/6 (2)FB2064 k Frame Design Member Summary - Controlling Load Case and Maximum Combined Stresses ner Member (T.nestinns are frnm .Tnint t i Mem. Actual Forces Actual Stresses Allowable Stress Condition Mem. Loc. Depth Load Axial Shear Mom -x Mom -y Axial Shear Bnd-X Bnd-Y -- Stress /Force --- Sum % % No. ft in.. Case k k in -k in -k ksi ksi ksi ksi Axial Shear I Bnd-X Bnd-Y Bnd+Ax Shear 1 10.34 8.50 2 -17.9 -3.1 -379.5 0.0 3.36 2.84 20.66 0.00 22.91 18.06 27.65 27.65 0.869 0.157 2 8.22 12.00 2 -3.3 2.3 543.7 0.0 0.65 1.50 24.86 0.00 24.15 11.37 26.10 26.10 0.977 0.131 3 1.46 12.00 2 -3.3 -2.3 543.7 0.0 0.65 1.50 24.86 0.00 24.62 11.37 26.10 26.10 0.977 0.131 4 10.34 8.50 2 -17.9 3.1 -379.5 0.0 3.36 2.84 20.66 0.00 22.91 18.06 27.65 27.65 0.869 1 0.157 Mem. Loc. Depth I Area Rx Ry Lx Ly -I Ly -2 Klx Klyl Kly2 Sx Lbl Rt -1 Lb2 Rt -2 Qs Qa Cbl Cbl No. ft in. in.2 in. in. in. in. in. /Rx /R /Ry in.3 in. in. in. in. 1 10.34 8.50 5.33 3.83 2.19 124.14 16.9 9.4 48.6 7.7 4.3 18.37 34.9 2.44 9.4 2.43 0.92 1.00 1.15 1.06 2 8.22 12.00 5.05 5.23 1.68 112.39 45.0 35.0 21.5 26.7 20.8 21.87 45.0 1.94 35.0 1.94 0.87 1.00 1.27 1.00 3 1.46 12.00 5.05 5.23 1.68 112.39 35.0 45.0 21.5 20.8 26.7 21.87 35.0 1.94 45.0 1.94 0.87 1.00 1.00 1.27 4 10.34 8.50 5.33 3.83 2.19 124.14 34.9 9.4 48.6 15.9 4.3 18.37 34.9 2.44 9.4 2.43 0.92 1.00 1.15 1.06 Deflection Load Combinations - Framing No. Origin Factor Def H Def V Application Description 1 System 1.000 60 0 0.750 W1> Wl> 2 System 1.000 60 0 0.750 <W 1 <WI 3 System 1.000 60 0 0.750 WP WP 4 System 1.000 60 0 0.600 F> F> 5 System 1.000 60 1 0. 0.600 <E <E Maximum Frame Deflection Summary for Cross Section: 3 Description Deflection in. Ratio IMemberl Joint Load Case Load Case Description Max. Horizontal Deflection Max. Vertical Deflection for Span 1 -0.299 0.038 (H/434) U6155 1 4 2 1 2 2 2 2 <Wl <W 1 Negative horizontal deflection is left • Negative vertical deflection is down Lateral deflections of primary frames are calculated on a bare frame basis and do not include resistance from systems such as roof and endwall diaphragms. Therefore, these deflections may be considerably overstated. VPC File:CA0400493-0 I OE I.vpc VPC Version :4.5d Date: 4/14/2004 Design Report CA 0400493-01 Time: 10:22 AM ' Page: 46 of 51 Wall: 4, Frame at: 39/0/0 Frame Cross Section: 4 CO CO LL LL m LL Dimension Key 1 4'-0" 2 3'-5 1/4" 3 4'-6 3/4" 4 1'-6 11/16" 5 3'-9" 6 2 @ 2'-2 11/16" 7 3 3/8" 8 12'-10" VPC File: CA0400493-0IOEl.vpc VPC Version :4.5d PA O 1 1 Dimension Key 1 4'-0" 2 3'-5 1/4" 3 4'-6 3/4" 4 1'-6 11/16" 5 3'-9" 6 2 @ 2'-2 11/16" 7 3 3/8" 8 12'-10" VPC File: CA0400493-0IOEl.vpc VPC Version :4.5d PA Date: 4/14/2004 &— Design Report CA 0400493-01 Time: 10:22 AM Page: 47 of 51 Frame Clearances Horiz. Clearance between members 1(CX005) and 4(CX006): 18'-7" Vert. Clearance at member 1(CX005): 10'4 1/8" Vert. Clearance at member 4(CX006): 10'-4 1/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VPC File: CA0400493-01OEl.vpc VPC Version :4.5d Date: 4/14/2004 &_ Design Report CA 0400493-01 Time: 10:22 AM Page: 48 of 51 1 39/0/0 1 10/6/0 (Rigid Frame 1 90.0000 1 1 - I Automatic Desian I DESCRIPTION: VP Buildings RIGID FRAMES (Type "RF") are solid -web framing systems consisting of tapered or uniform rafters rigidly connected to tapered or uniform depth columns. The frame provides a clear span (no interior columns) and is designed to support the applied loads as specified. (AISC Type I Construction) ANALYSIS: The boundary conditions established for RIGID FRAMES assume the rafter beam is a fully continuous member, spanning from building eave to building eave, with exterior columns rigidly attached (moment -resisting connection). The Exterior Columns are typically pinned connected (free to rotate) at their base connection to the foundation. DESIGN: RIGID FRAMES are designed in accordance with the AISC "Specification for Structural Steel Buildings", 9th Edition. MATERIAL: Structural steel plate, bar, and/or sheet intended for use in RIGID FRAME bolted and/or welded constructions typically will be of material based on the requirements of ASTM A529, A572, A570, or A607, Grade 50. Desian Load Combinations -. Framine No. Ori 'n Factor Application Description 1 System 1.000 1.0 D + 1.0 CG + 1.0 L D + CG + L 2 System 1.000 1.0 D + 1.0 CG + 1.0 S D + CG + S 3 System 1.000 1.0 D + 1.0 CG + 1.0 USI * D + CG + US 1 * 4 System 1.000 1.0 D + 1.0 CG + 1.0 *US 1 D + CG + *USI 5 System 1.333 1.0D+1.0W1> D+Wl> 6 System 1.333 1.0 D + 1.0 <W 1 D + <W 1 7 System 1.333 1.0 D + 1.0 CG + 0.250 S + 0.714 F> D + CG + S + F> 8 System 1.333 1.0 D + 1.0 CG + 0.250 S + 0.714 <E D + CG + S + <E 9 System 1.333 1.0D+0.500S+1.0W1> D+S+WI> 10 System 1.333 1.0 D + 0.500 S + 1.0 <W 1 D + S + <W 1 11 System 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 W 1> D + CG + S + W 1> 12 System 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 <W 1 D + CG + S + <W 1 13 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 F> D + CG + S + F> 14 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 <E D + CG + S + <E 15 Special 1.700 0.900 D + 0.900 CG + 2.800 E> D + CG + F> 16 Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 17 Special 1.700 1.200 D + 1.200 CG + 2.800 F> D + CG + E> 18 Special 1.700 1.200 D + 1.200 CG + 2.800 <E D + CG.+ <E 19 System Derived 1.333 1.0 D + 1.0 WP + 1.0 WB 1> D + WP + WB i> 20 System Derived 1.333 1.0 D + 0.500 S + 1.0 WP + 1.0 WB 1> D + S + WP + WB 1> 21 System Derived 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 WP + 0.500 WB 1> D + CG + S + WP + WB 1> 22 System Derived 1.333 1.0 D + 1.0 WP + 1.0 <WBI D + WP + <WB1 23 System Derived 1.333 1.0 D + 0.500 S + 1.0 WP + 1.0 <WB 1 D + S + WP + <WB I 24 System Derived 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 WP + 0.500 <WB 1 D + CG + S + WP + <WB 1 25 System Derived 1.333 1.0 D + 1.0 CG + 0.250 S + 0.214 F> + 0.714 EB> D + CG + S + F> + EB> 26 System Derived 1.333 1.0 D + 1.0 CG + 0.250 S + 0.214 <E + 0.714 EB> D + CG + S + <E + EB> 27 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 EB> D + CG + S + EB> 28 Special 1.700 0.900 D + 0.900 CG + 2.800 EB> D + CG + EB> 29 Special 1.700 1.200 D + 1.200 CG + 2.800 EB> D + CG + EB> 30 System Derived 1.333 1.0 D + 1.0 CG + 0.250 S + 0.214 E> + 0.714 <EB D + CG + S + Fj + <EB 31 System Derived 1.333 1.0 D + 1.0 CG + 0.250 S + 0.214 <E + 0.714 <EB D + CG + S + <E + <EB 32 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 <EB D + CG + S + <EB 33 Special 1.700 0.900 D + 0.900 CG + 2.800 <EB D + CG + <EB 34 Special 1 1.700 11.200 D + 1.200 CG + 2.800 <EB ID +. CG + <EB Frame Member Sizes Mem. Fig Width Fig Thk Web Thk Depthl Depth2 Length Weight Fig Fy Web Fy Splice Codes Shape No. in. in.) in.) in.) in. ft ( (ksi) (ksi) it. 1. Jt.2 1 5.00 0.1345 0.1345 8.50 8.50 11.29 108.8 50.00 50.00 BP KN 3P 2 5.00 0.1875 0.1345 12.00 12.00 10.03 128.1 50.00 50.00 KN SP 3P 3 5.00 0.1875 0.1345 12.00 12.00 10.03 128.1 50.00 50.00 SP KN 3P 4 5.00 1 0.1345 0.1345 8.50 8.50 11.29 108.8 50.00 50.00 BP KN 3P Total Frame Weight = 473.7 (p) (Includes all plates) Frame Pricing Weight = 538.1 (p) (Includes all pieces) Boundary Condition Summary Member X -Loc Y -Loc Supp. X Supp. Y Moment Displacement X in. Displacement Y in. Displacement ZZ(rad. 1 0/0/0 4 20/0/0 0/0/0 0/0/0 Yes Yes Yes Yes No No 0/0/0 0/0/0 0/0/0 0/0/0 0.0000 0.0000 VPC F11e:CA0400493-010E1.vpc VPC Version :4.5d Date: 4/14/2004 Design Report CA 0400493-01 Time: 10:22 AM Page: 49 of 51 Frame Reactions - Load Cases at Frame Cross Section: 4 Maximum Reactions Summary -. Framine X -Loc X -Loc Hrz left 0/0/0 Hrz Right Load 20/0/0 Load. Hrz Out Grid -Grid2 Uplift 4-B Vrt Down Load 4-A Load Ld Description Hx Hz Vy Hx Hz V Cs (application factor not shown (Hz) Case (k Case (Vy) Case 1 D + CG + L 0.40 - 2.93 -0.40 - 2.93 - - 2 D+CG+S 1.15 - 8.19 -1.15 - 8.19 - - - 3 D+CG+USI• 0.89 - 5.39 -0.89 - 7.30 - - - 4 D + CG + *US 1 0.89 - 7.30 -0.89 - 5.39 - - - 5 D + W 1> -0.84 - -0.61 -0.63 - 0.30 - - - 6 D + <W 1 0.63 - 0.30 0.84 - -0.61 - - - 7 D+CG+S+E> -0.06 - 2.18 -0.79 - 3.15 - - - 8 D+CG+S+<E 0.79 - 3.15 0.06 - 2.18 - - - 9 D+S+WI> -0.32 - 3.07 -1.15 - 3.99 - - - 10 D+S+<WI 1.15 - 3.99 0.32 - 3.07 - - - 11 D.+CG+S+WI> 0.70 - 7.63 -1.43 8.09 - - - 12 D + CG + S + <W1 1.43 - 8.09 -0.70 - 7.63 - - - 19 D + WP + WB1> 0.28 - 0.30 -0.28 - 0.30 - - - 20 D + S + WP + WB 1> 0.81 - 3.99 -0.81 - 3.99 - - - 21 D + CG + S + WP + WBI> 1.26 - 8.09 -1.26 - 8.09 - - - 22 D + WP + <WBI 0.28 0.72 -0.62 -0.28 0.73 -0.61 - - - 23 D + S + WP + <WB 1 0.81 0.72 3.07 -0.81 0.73 3.08 - - - 24 D + CG + S+ WP + <WB 1 1.26 0.36 7.63 -1.26 0.36 7.63 - - 25 D + CG + S + Fj + EB> 0.24 - 3.39 -0.49 - 3.68 - - - 26 D + CG + S + <E + EB> 0.49 - 3.68 -0.24 - 3.39 - - - 30 D + CG + S + Fj + <EB 0.24 1.38 1.64 -0.49 1.38 1.95 - - - 31 D + CG +. S + <E + <EB 0.49 1.38 1.93 -0.24 1.38 1.66 - - - Maximum Reactions Summary -. Framine X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load. Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load S 0.00 (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case 1.32 1.32 <W l 1.47 1.47 1.32 1.32 E> 1.18 1.18 0.00 0.00 (k 1.18 in -k 0.00 in -k WP 0/0/0 4-B 0.84 5 1.43 12 0.00 0.00 1.38 30 0.62 22 8.19 2 EB> - 0.00 0.00 20/0/0 4-A 1.43. 11 0.84 6 - 1.38 30 0.61 .6 8.19 2 - - - Sum of Forces with Reactions Check - Framine Load Type Horizontal Load Reaction Vertical Load Reaction D 0.00 0.00 1.07 1.01 CG 0.00 0.00 0.63 0.63. L 0.00 0.00 4.21 4.21 S 0.00 0.00 14.74 14.74 US 1 • 0.00 0.00 11.05 11.05 •US 1 0.00, 0.00 11.05 11.05 Wl> 1.47 1.47 1.32 1.32 <W l 1.47 1.47 1.32 1.32 E> 1.18 1.18 0.00 0.00 <E 1.18 1.18 0.00 0.00 WP 0.00 0.00 1.32 1.32 WBI> 0.00 0.00 0.00 0.92 <WB1 0.00 0.00 0.00 0.92 EB> 0.00 0.00 0.00 2.44 <EB 0.00 1 0.00 0.00. 2.44 Base Plate Summary X -Loc Grid Mem. Thickness Width Length Num. Of Bolt Diam. Type Welds to Welds to No. in. in. in. Bolts in. Flange Web 0/0/0 4-B 1 0.375 8 10 4 0.750 A36 OS -0.1875 OS -0.1875 20/0/0 4-A 4 0.375 8 10 4 0.750 A36 OS -0.1875 OS -0.1875 VPC File:CA0400493-01 OEI.vpc VPC Version :4.5d Date: 4/14/2004 Design Report CA 0400493-01 Time: 10:22 AM LEM Page: 50 of 51 Web Stiffener Summary Mem. Stiff. Desc. Loc. Web Depth h/t a/h a Thick. Width Side Welding No. No. 4 ft in. Ld Actual in. in. in. Capacity Description 1 1 S3 10.31 8.231 N/A N/A N/A 0.1875 2.000 Both F-FP,W-OS-0.1875 4 1 S3 10.31 8.231 N/A N/A N/A 0.1875 2.000 Both F-FP,W-OS-0.1875 Bolted Connections. (A325 Boltsl Mem. Jt. Type Conn. Thick. Width Length Bolt Diam. Pitch Rows -Out Rows -In Moment - Out Moment - In 2 4 2 4 Ld Actual Capacity Ld Actual Capacity No. No. k in -k in. in. in. in.) ksi Bolt Bolt Bolt Bolt Cs in -k) (in -k) Cs in -k) (in -k 1 2 KN(Face) STD 0.375 6.00 12.50 0.750 __(jaL 2.50 1 0 1 0 14 141.5 155.1 15 111.9 155.1 2 1 KN(Face) STD 0.375 6.00 13.00 0.750 2.50 1 0 1 0 14 141.5 155.1 15 111.9 155.1 2 2 SP STD 0.500 6.00 13.04 0.750 2.50 1 0 2 0 6 8.5 280.3 2 291.9 378.3 3 1 SP STD 0.500 6.00 13.04 0.750 2.50 1 0 2 0 6 8.5 280.3 2 291.9 378.3 3 2 KN(Face) STD 0.375 6.00 13.00 0.750 2.50 1 0 1 0 13 141.5 155.1 16 111.9 155.1 4 2 KN(Face) STD 0.375 6.00 12.50 0.750 2.50 1 0 1 0 13 141.5 155.1 16 111.9 155.1 Flanee Brace Summary Member From Member Joint 1 From Side Point 1 Part Design Note 2 1/11/3 7/6/6 FB2064 Axial 2 7/10/14 1/6/11 FB2064 Shear 3 1/6/0 1/6/11 F132064 % 3 7/5/11 7/6/6 FB2064 k Frame Desien Member Summary - Controlline Load Case and Maximum Combined Stresses ner Member (Locations are from Joint 1 ) Mem. Actual Forces Actual Stresses Allowable Stress Condition Mem. Loc. Depth Load Axial Shear Mom -x Mom -y Axial Shear Bnd-X Bnd-Y -- Stress /Force -- Sum % % No. ft in. Case k k in -k in -k ksi ksi ksi ksi Axial Shear Bnd-X Bnd-Y Bnd+Ax Shear 1 10.34 8.50 2 -8.2 -1.1 -142.3 0.0 3.34 1.04 20.30 0.00 21.55 17.55 26.61 26.61 0.889 0.059 2 8.22 12.00 2 -1.2 1.1 283.2 0.0 0.36 0.69 22.10 0.00 23.00 11.13 26.68 26.68 0.842 0.062 3 1.46 12.00 2 -1.2 -1.1 283.2 0.0 0.36 0.69 22.10 0.00 24.04 11.13 26.68 26.68 0.842 0.062 4 10.34 8.50 2 -8.2 1.1 -142.3 0.0 3.34 1.04 20.30 0.00 21.55 17.55 26.61 26.61 0.889 0.059 Mem. Loc. Depth Area Rx Ry Lx Ly -1 Ly -2 Klx Klyl KJy2 Sx Lbl Rt -1 Lb2 Rt -2 Qs Qa Cbl Cbl No. ft in. in.2 in. in. in. in. in. /Rx /R /Ry in.3 in. in. in. in. 1 10.34 8.50 2.45 3.49 1.07 124.14 34.9 9.4 53.4 32.6 8.8 7.01 34.9 1.31 9.4 1.30 0.89 1.00 1.15 1.07 2 8.22 12.00 3.44 4.91 1.07 112.39 45.0 35.0 22.9 42.2 32.8 12.81 45.0 1.31 35.0 1.31 0.89 1.00 1.24 1.00 3 1.46 12.00 3.44 4.91 1.07 112.39 35.0 45.0 22.9 32.8 42.2 12.81 35.0 1.31 45.0 1.31 0.89 1.00 1.00 1.24 4 10.34 8.50 2.45 3.49 1.07 124.14 34.9 9.4 53.4 32.6 8.8 7.01 34.9 1.31 9.4 1.30 0.89 1.001 1.15 1.07 Deflection Load Combinations - Framine No. Origin Factor Def H Def V Application Description 1 System 1.000 60 0 0.750 Wl> Wl> 2 System 1.000 60 0 0.750 <WI <WI 3 System 1.000 60 0 0.750 WP WP 4 System 1.000 60 0 0.600 E>. E> 5 System 1.000 60 0 0.600 <E <E Maximum Frame Deflection Summary for Cross Section: 4 Description Deflection in. Ratio Member Joint Load Case Load Case Description Max. Horizontal Deflection Max. Vertical Deflection for Span 1 -0.396 0.042 (IV327) U5463 4 2 2 2 2 2 <WI <WI • Negative horizontal deflection is left • Negative vertical deflection is down Lateral deflections of primary frames are calculated on a bare frame basis and do not include resistance from systems such as roof and endwall diaphragms. Therefore, these deflections may be considerably overstated. VPC File: CA0400493-01OEl.vpc VPC Version :4.5d Date: 4/14/2004 Design Report CA 0400493-01 Time: 10:22 AM Page: 51 of 51 Coverin .4 7 7,j,'7 Shape:shop Panel Data Wall/Roof Type Thickness Finish Color Direction Gable Dir Max. Length Wall: I Vee Rib 26 SP Classic Beige Left to Right Peak Out 39/0/0 Wall: 2 Vee Rib 26 SP Classic Beige Left to Right Peak Out 39/0/0 Wall: 3 Vee Rib 26 SP Classic Beige Left to Right Peak Out 39/0/0 Wall: 4 Vee Rib 26 SP Classic Beige Left to Right Peak Out 39/0/0 Roof. A Panel Rib 26 Galvalume Standard Color System Generated Not Applicable 41/0/0 Roof. B Panel Rib 26 Galvalume Standard Color System Generated I Not Applicable 1 41/0/0 Fastener Data Wall/Roof Type Length Spacing Washers Insul. Block Mod. Ctrl. Ice Damming Wall: I Color Match Carbon Standard Option Standard Option No None No Yes Wall: 2 Color Match Carbon Standard Option Standard Option No None No Yes Wall: 3 Color Match Carbon Standard Option Standard Option No None No Yes Wall: 4 Color Match Carbon Standard Option Standard Option No None No Yes Roof. A Stainless Steel Capped Standard Option Ice Damming Yes None No Yes Roof. B Stainless Steel Capped I Standard Option I Ice Damming I Yes I None I No I Yes VPC File: CA0400493 -01 OE I.vpc VPC Version :4.5d t SITE PLAN REVIEW APPLICATION Date: .fittol b �x 4 Permit Number (if applicable) -C `✓ ( 313 APPLICANT INFORMATION AP# e S6 -,2 70 - o lel' Bin Number 6 [� Parcel Size: 46,116'5_ Owners Name: ID &V Z r i I_0_rj/q Owners Address: �'� IRn\tlo Utw lLet9� Telephone No.: ,r 30 " 9-7 •0 q 66 Situs Address: S��a�o�y� P-0^0 Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A N Other: ?-,c ' )c C(0' 1,,<, r -ow- t3c rc, p c (1 Brief Explanation (if necessary): 2c2" )C 410" DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved RM Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ S' Plan Stamd Approved By L,J Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY ' Parcel Is In: ❑ Snow Load Area: 30&6 �4. - % 6D F{. ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ate Action Plan (See Environmental Health for standards) IN Waters e on "' nea stanaards and renis rei Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: ©k,0'7 ca 2,10 4- Index Date: 0 6 -d - MIS ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval "must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: TO - 2 y / w f Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 2J' Side Side Street Rear 5u' Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 i Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Q Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 �j ❑ Subdivision Map/Parcel May: Map Date of Recording: Lot: A - it/Minor Use Permit Permit Number: ff " (96d5- Book:iT Page: -pri elA Date of Approval: S r Ga %9 Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4of5 x x Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541✓ / f� T NO. (Rev. 12/96) APPLICATION AND PERMIT �j 7 - ASSESSOR PARCEL NUMBER ixy 096-97-0-014 ZONING BUILDING PERMIT OWNER SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME D ANT) T) 14171MES TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGAD85 RANDOLYN ROAD, LOVELOCK Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome IR 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 CK Describe Work: GAS PIPING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 20.00 PERMIT FEE $ 40.00 7 (o ELECTRICAL PERMIT Fling Fee 20.00 a VOR lES9 Main Service zOOA 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 ful�f rce and effect. 3 (/ I /L b License Class ` Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Mein Service TO 46.00 WEE200A CCU000A NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. B.S. SO 3.5¢FT, NON-RESIDT BNEW RANCH CI RCUI TS @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES gql ';so Ex. Occup. O�EIETS RESID.ORA 5.10 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensati n insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number Z> (The above sections n ed not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws o alifornia, and agree that if I should become subject to the, r visions of section 3700 of the Labor Code, I shall work rs' compen ,on Pr, forth ith omply ' ith th a pr Lisions. // X Date y Signature of Applicant,Owner ❑ Contractor ❑ Agen An OSHA permit is re red or excavations over 5'0" deep and demob Ion or construction of structures over 3 or' in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 40.00 HAZ. D. FEES IMP I FLOOD I CDF PARCEL PD HDUE This permit is hereby issued under the applicable provisions of the Butte CountCode and/or Resol Ions to do work Indic Jfo'ave a paid. y Date 6/4/98 PERMIT EXPIRES ON 6/4/99 PERMIT 0610 Receipt No. WHITE-D.D.S.-B.D. CANAR -ASSESSOR PINK•INSPECTOR GOLDEN RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY c5�;-ani FO Owner Climate Zone �_ Permit No. Floor Area ,(=O Compliance path Package ❑ A ❑ B ❑ C E Point System ❑ Budget ❑ Other MIN R -VALUE DESCRIPTION REQ ' D INSTALLED ITEMS (1) INSULATION: ® Roof/Ceiling ,o//„ as [� Wall ERE ❑ Slab Floor Perimeter �— Raised FloorC } (2) INFILTRATION• ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. [� (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ❑ (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: (A) Location Area Glazing %Floor Area Single Double Triple Total Bldg /6F North JV [� East eS'.a2 fir_ Gy- South #X 1716 x _ West Q/ Skylights --� (B) Shading . Shading Coefficient Description Cl East ❑ South ❑ West ❑ Skylights ❑ ` (C) South Overhang Length of projection ft. Description L� (D) Moveable.insulation: Area _ftz Description (E) Thermal mass ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type. - Area Ft.z HC= R= MC= Location 7/83 rated slope Other o7X (describe) (B) Cooling Electric Air Conditioner (brand and model number) Btu/hr (seasonal EER) (cooling capacity at 95°F) ❑ Electric Heat Pump EER Btu/hr (cooling capacity at.95°F) ❑ Other (describe) ❑ (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. ❑ (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. [� (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. [� (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. ❑ (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 «- r FORM r 9.0 tl ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible, openab le, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING, VENTILATING, AIR CONDITIONING SYSTEM (A). -Heating ❑ Central Gas Furnace (brand and model number) SE Btu/hr (heating capacity) ❑ Heat Pump. (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar :type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope Other o7X (describe) (B) Cooling Electric Air Conditioner (brand and model number) Btu/hr (seasonal EER) (cooling capacity at 95°F) ❑ Electric Heat Pump EER Btu/hr (cooling capacity at.95°F) ❑ Other (describe) ❑ (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. ❑ (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. [� (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. [� (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. ❑ (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 r FORK DOMESTIC WATER SYSTEM Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) ❑ * 2 Active Solar' (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft :(backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) :(B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. C� (C) PIPE INSULATION. The five feet of 'pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). [� (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING [� (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature AY—°, elevation c: 2b&_ �, heating load �/A BTU elevation factor Aef x heating load = maximum outlet capacity gas furnace BTU Cooling: Summer design temperature °, cooling load _BTU *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Ad`m`histration Code. 7/83 3 BUILDING DESIGNER OR APPLICANT ZONE 11 OWNER _ �„ POINTS PERMIT N0.� 8"c� ASSIGNED ACTUAL 1. SLAB - INSULATION NONE -0 2. RAISED FLOOR - R-19 R_/f = e 3. CEILING - R-30 %Z'j 0 4. WALL - R-19 �-/rj Q 5. NORTH GLAZING. - 2.4-3.6% /i�6� 4.2 6. EAST GLAZING - 2.5-3.6% c3,Lr 7. SOUTH GLAZING - 1.6-3.6% S. WEST GLAZING - 2.9-3.6% 9. SKYLIGHT - 0-1.3% 10. SHADING (Exclude Overhang) EAST -,rp _ .67-.82 SOUTH - .19 -.42 .�.� WEST -,Q,O .13-.36_ .SKYLIGHT - .37-.57 �- 11. HORIZONTAL SOUTH OVERHANG 2' 12. MOVABLE INSULATION - NONE 13. INFILTRATION (Standard=0)(Tight=+12) 14. THERMAL MASS SF 15. GAS FURNACE (SE) -71-76% 16. '.TEAT PU7fP (EER) 7.5-7.9% 17. DUAL PACK (SE, SEER) 8,0-8.3/71-76% 13. ACTIVE SOLAR 60;; HIN (NONE) 1.9. ZONALLY CONTROLLED ELECTRIC �- 20. SOLAR WITH GAS BACKUP (H11) Table 3-3a. Ceiling Insulation Points ! R -Value of Insulation I Points ! I I I 1 22 I -2 I I 30 I 0 I I + I 49 i +4 Fable 3-4a. Wall Insulation Points R -Value of Insulation I Points I I i I I - NOECTRIC (Hid) I 19 I 0 ) 1 24 +2 I 30 i +3 Table 3-5. North -Facing Glazing Pts I I Glazing Type I I Total I Z of ISn8l, Dbl, I Trpl, I Floor l U- l U- I U- I Ares ! 0.66 10.42- 1 0.41 I I 11.10 1 0.65 I down ! O +4 V +4 +4 I 0.1- 1.2 I +4 ! +4 ! +4 1 I 1.3- 2.3 1 +11. +2 I +2 I I 6 -2 I o I +1 I 1 3.7- 4.8 I -4 I -2 I -1 I ! 4.9- 6.1 I -7 I -4 ! -3 I I 6.2- 7.3 I -9 I -6 1 -5 I I 7.4- 8.2 I -12 ! -8 I -7 I I 8.3- 9.7 ! -14 I -10 1 -8 I 9.8-10.8 I -17 i -12 I -10 1 110.9-12.0 I -19 I -14 ! -12 I 112.1-13.2 I -22 1 -16 I -13 I 1 13.3-14.5 I -24 ! -18 ! -15 I 114.6-15.3 I -2; ! -20 1 -17 i i I I I I 21. OTHER - NOECTRIC (Hid) i Cation I I 0 1 OI I 1.4- 2.2 1\:-3 1 -2, 1 -1 1 I 2.3- 2.8 I6 1 -4 1 -3 I Table 3-6. East-Factn3 Glazing Pts. 1 - ITEMS SHOWN = ZERO POINTS 1 I -T Glazing Type 1 I -11 an ^� 1 -6 I --I Total I 5.0 I -10 I -8 I 1 5.1- I Z of I Sngl, I Dbl, Trp1, 'able 3-1. Slab Floor Points Table 3-2. Raised Floor Points i T TT I Floor I I (U - I (U - I (U - I R -Value of Insulation I/ti �� I R -Value of I I Area 11.10) ! I1points (pointsI 0.65).1 0.41)1 ointsl I ciun ! Depth, _r !� I Insulation 1 Points I I o 1 4 4 1 + 4 ♦ 4_T -1 1 -15 I I I ! I up to 1.3 1 +3 1 +4 I +4 1 I [nchea 1 �0_ 5-6 7+ I -28 1 -22 1.4- 2.4 +1 1 +2 +2 1 ! I I I -T1 I I below 3 I -12 I I 2.5- 3.6 I -2 I 0 1 0 1 22 1 T 3- 4 I -8 ! 1 3.7- 4.6 I -5 I -2 I -1 I 1 0- 11 I -5 I -5 I- I -5 1 I 5- 7 I -6 I I 4.7- 5.5 I -8 I -4 -3 I 112 - 15 1 -5 I -3 1 -2 -1 I 8 - 12 -4' I 1 5.)= 6�/ I -10 I -6 1 -5 1 16 - 19 i -5 I -2 I -1 1 I 13 - 18 +2 1 I 6.8- 7.7 1 -13 I -8 I -7 I I 20 + I -5 I -1 1 0 1 +1 I I •19+ 1 0 I 1 7.8- 8.7 ! -15 1 -10 1 -8 I I I I I I i I I I I 8.8- 9.7 1 -7.7 1 -12 1 -10 I 1 9.8-11.2 I -21 I -15 1 -13 ; 7/7/83 111.3-12.7 1 -25 I -18 •1 -15 I 112.8-14.0 1 -28 I -21 I -18 I - ; 14.1-15.3 I -32 1 -24 I -20 Table 3-7. South-FacinS Glazing Pts Table 3-10. Shadin Coefficient Points T- I Total Glazing Type I I SC by I I I Z of I Sngl, I Dbl, Trpl, I Floor I (U- I (U - i (U- I I Area 11.10) 10.65) 1 0.41)1 I Ioints I oints I ointsl + o 3 +3 1 +3 I up to 1.5 I +2 I +2 1 +2 I I 1.6- 3.6 1 -1 I 0 0 1 I 3-i'I -4 I -i j -2 I I 5.3- 6.5 I -6 I -4 1 -3 I I 6.6- 7.7 ( -9 I -6 I -5 I 1 7.8- 8.9 I -11 I -8 I -7 I 1 9.0-10.0 i -13 I -10 ,I -9 i ( 10.1-11.5 I -17 I -13 I -11 1 1 11.6-13.0 I -21 I =16 1 -14 i 113.1-14.5 1 -25 I -19 1 -16 i 114.6-16.0 i =28 1 -22 I -!9 1 I I I I I Table 3-8. West -Facing Glazing Pts. I I Glazing 'Type I Total I Z of I Sngl, I Dbl, I Trpl,l I Floor I (U - I (u - I (u - I I Area 11.10) 10.65) 1 0.41)1 (points (points loointsl i oI +6 1 +6 1 +6 up to 1.3 1 +5 I +6 1 +6 +3 I . 4 I +5 0 I +2 1 +3 2.9- 3.6 I -3 1 0 I +1 3.7- 4.2 i -5 I -2 I 0 4.3- 5.0 1 -8 I -4 I -2 5.1- 5.6 I -10 I -6 1 -4 5.7- 6.2 I -13 1 -8 I -6 6.3- 6.9 I -15 1 -10 ! -7 7.0- 7.6 1 -18 I -12 I -9 7.7- 8.2 1 -20 I -14 ! -11 8.3- 8.8 1 -22 1 -16 I -13 8.9- 9.5"I -25 1 -18 I -15 9.6-10.; I -27 -20 I -16 10.2-11.0 1 -29 I -23 I -17 11.1-11.8 I -35 I -26 I -21 11.9-12.7 I -38 I -29 I -24' 12.8-13.5 I -42 I -32 i -27 13.6-14.3 I -46 I -35 1 -29 14.4-15.2 I -50 I -33 I -32 I I I Table 3-9. Skylio,ht Points I\Are. I Glazing Type I I Sngl,Dbl, Trpl,U- IU -U-10.66- 10.42- 10.4111.10 10.65 I down I Iupto1.3l1 ! Z Floor Area i Cation I I 0 1 OI I 1.4- 2.2 1\:-3 1 -2, 1 -1 1 I 2.3- 2.8 I6 1 -4 1 -3 I I 2.9- 3.6 1 - I -6 I -5 I I 3.7- 4.2 I -11 1 -8 1 -6 I 1 4.3- 5.0 I -14 -10 I -8 I 1 5.1- 5.6 I -16 -12 I -10 I 1 5.7- 6.2 1 -19 I -I4 1 -12 1 6.3- 6.9 I -21 I 6 1 -13 I 1 7.0- 7.6 I -24 1 -1 1 -15 I 1 7.7- 8.2 1 -26 1 -20 I -17 I 1 8.3- 8.8 I -28 1 -22 -19 I 1 8.9- 9.5 ( -31 1 -24 I -21 1 9.6-10.1 I -33 1 -26 I 22 1 I Orien- ! Z Floor Area i Cation I I i I east I I 3.2 I 1 1 0-3.1 I to 16.4 up I I 6.3 I I 0 -.19 I 0 1 +1 I +2 I .20-.36 I 0 I 0 i -1 I .37-.66 i 0 I 0 I 0 I .67-.82 1 0 i 0 I -1 I 83 up I 0 I -1 1 -2 I South 1 0 1 3.2 1 6.4 18.0 ( 9.6 I I to I to 1' to I to I up 1 13.1 16.3 1 7.9 19.5 I -r----T- I 0 -.18 10 I +1 I +2 I +2 I +3 I .19-.42 1 0 1 -0 1 () I 0 1 0 I .43-.66 10 i -1 I -2 I -2 -3 I .6� ,I, l 0 !_.a2 I -4 I -4 I -6 West I .1 11.6 13.2 16.4 ! 8.0 I to I to 1 to I to I rop 11.5 1 3.1 16.3 17.9 I I I I I I 0-.12 i 0 1 +1 I +3 I +6 I +7 .13-.36 I 0 1 0 1 0 1 0 1 0 .37-.57 I 0 1 -1 1 -3 I -6 I -7 .58-.82 I -1 I -3 I -6 1 -12 I -15 .83 up I -2 I -4 I -8 I -16 I -.10 I I^ I I I Skylht I .l I .8 1 1.6 13.2 14.0 I to I to to I to I to 7 1 1.5 1 3.1 13.9 15.2 0-.12 T--�- 1 0 + +3 +6 +7 .13-36 0 0 0 0I .37-57 0 -6 I .58-.82 I -1 1 -3 I -6 1 -12 I -. .83 up I -2 1 -4 I -8 I -16 I -20 I i I I I Table 3-I1. Horizontal South Overhand Points -� South Glaring Length Out I Area, Z of Floor I t I from Wall I I I ft T I 10-6.3 I 6.4 up I I I I I 0 - 0.5 -2 10.6 - 1.0 I -2 i -3 I ! 1.1 - 1.9 ! -1 i -2 I I 2.0 up I 0 I 0 I I I I I Table 3-12. Movable Insulation Points Moveable Insulation] I Area, Z of Floor I Points I I I I I I 0- 5.5 i 0 I' I 5.6 - 11.5 1 +2 1 I 11.6 - 17.5 i +4 i I 17.6 - 23.5 I +6 I >23.6+ ! +8 ! Table 3-13. Infiltration Control Fer.tvres Points I Control Features I Points ! ! I I I 1 I Sc andard I 0 ! � I I 0.9 air changes_ per hr I I I I I Tigh .6 I t I 12 3II air c es per hr I Table 3-15. Cas Furnace Without Refrigeration Coo1_r.q Poincs I ! Se conal Efficiency I PointsTill i . (SE), z I 71 - 76 1 0 1 77 - 82 I +2 ! 83 - 88 A -94 � ! '6 I 95 up. I t8 I Table 3-16.� Neat Puoo Polrls T- 7T I Energy EfV13.2 ncy I Points I I P.at10 !7.5 A -+35.0 D I A -! 0 +68.4 -! 0 +9 8.8 -! D +129.2 -I 0 +139.7 -I +1810.3 -I 2 2 4 +2110.9 -! 0 2 2 +2411.6 -I 2 2 2 +2712.4 -I 0 2 2 +30 I Table 3-17. Cis Furnaca With Refri oration Cobline Points i RefrigeraeE n1 Gas F mace I ! Cooling I n SE I I M -177-i83- 99- 95 I 1 761 821 891 941 up I i I 1 I 8.0 - 8.3 1 01 +2I +41 61 +8 1 1 8.4 - 8.7 1 +21 +41 +61 91+10 1 1 ! 9.8 9.2 1 +41 +61 +61+1 1+12 1 1 1 9.2 9.7 1 +61 +81+101+1 1+14 1 I 9.8 - 10.3 1 +a1+101+121+14 +16 1 110.4 - 10.9 1+101+12i+1:1+161 18 I 1 11.0 - 11.5 1+121+i+1+161+'181 20 1 1 1 ! I 1 1 7/7/83 TA°LE 3-14 (ADAPTED) MA{C ZONE Ii •INTER,IOR THERMAL MASS POINTS AREA Sn. FT. 1 1,000 i A 8 C D A 1,500 8 C D A 2,000 B C D I A 2,500 B C 0 I 3,000 1 A B C D ` 3,500 A S C 0 A 4,000 8 C D L 4. LG( A 5 C 0 5,000,-- B C `_'02 l03. ls0 2 2 2 4 4 4 2 6 6 4 2 2 4 2 2 4 2 2 4 0 2 2 1 2 2 2 2 2 '2 2 2 2 010 2 2 0 I 2 2 2 2 0 2 2 0 0 2 0 0 0 0 2 2 2 0 2 2 2 2 0 0 2 2 2 2 0-0 0 2 0 2 0 2 2 0 2 2 0 0 2 0 0 0 0 2 2 C 2 ? 0 0 - 0 0� OI +--- 0 0 2 a 0 2 0 0 2 0 0 1 0 200 250 300 350 8 B 6 4 10 10 B 6 12 12 10 6 14 14 12 8 6 8 10 6 6 IG 4 6 6 8 2 4 4 4 6 6 6 4 6 6 6 4 4 6 6 2 2 4 4 4 4 6 6 4 4 6 6 2 4 4 6 2 2 2 2 2 2 2 2 4 4 2 2 4 4 4 2 6 4 4 2 2 2 2 2 4 4 4 4 2 2 2 4 2 2 2 2 2 2 2 4 2 2 2 2 2 2 2 2 2 2 2 4 2 2 4 2 2 2 2 it 2 ?' 2I 2 2 2 2 2 1 +1 400 501 600 7+13 130 900 1,000 1,;OU 1,200 1,lC0 1,400 1 1,500 i 2,300 I 2,507 3, L'00 ],500 1,330 14 14 12 8 18 18 16 10 22 20 18 12 x 24 24 20 14 I 26 14 22 16 Z8 28 24 16 30 JO 26 18 1 .12 32 28 2B 34 32 30 22 37 34 32 22 34 34 32 24 36 34 34 24 10 12 14 I8 20 22 22 24 26 28 28 30 34 10 12 14 16 16 20 20 24 26 26 28 30 34 8 10 12 14 16 18 20 22 22 24 26 26 32 6 6 8 10 10 12 14 14 16 16 18 18 22 10 12 14 14 16 10 20 22 22 24 24 30 4 B 10 12 14 14 16 18 20 20 22 24 24 34 6 4 6 10 12 B 12 0 14 10 16 10 16 10 18 12 20 12 2n 1 14 26 18 30 22 I30 6 6 R 8 10 10 10 12 10 14 14 14 14 16 16 18 18 18 8 20 20 22 20 26 26 30 34 32 _ 4 6 8 10 12 12 14 iE 18 18 22 26 30 4 4 6 6 6 8 10 10 12 12 16 18 22 6• 6 4 2 6 6 6 4 8 a 6 4 10 10 8 6 10 10 a 6 12 1 10 6 2 10 6 14 14 8 14 14 12 1,; 14 14 8 18 16 14 10 18 iB 16 10116 22 22 20 14 120 26 26 24 16 30 30 26 18 32 32 30 20 4 4 4 2 6 6 2 8 6 4 8 6 4 10 R 8 4 10 10 a 6 12 10 10 6 I10 12 12 10 6 14 12 12 8 14 2 12 6 14 14 `1 g X14 16 14 8 20 18 12 24 24 22• l4 28 Z6 24 16 I24 JO 30 26 ld �2d 32 32 30 20 130 4 4 4 2 6 5 4 6 6 6 4 8 6. 6 4 I ? 6 6 { s 8 '8 4 10 8 6 10 10 10 6 '12 12 10 6I 12 12 10 6 112 14 12 8 14 12 u I12 18 1 16 10 xl6 22 22 i3 24 22 14 28 10 16 30 26 18 1 I G 4 2 2 4 4 4 2 I 6 5 < 2 1 A A 6 4I 1 8 6 6 4 ( B B 5 4� 8 B 0 4 I In 10 B 6! la 10 8 E; 10 10 Lx 1, 1° 'G t ! l: 10 6I 16 1: G1 10 20 18 ! i 2 "? 20 1{� 26 14 1< ? 70 2b 20 1 I .: 4 16 6 6 B n, !a 117 10 10 ;2 14 19 :: ?4 6 01 4 6 6 5 8 8 e 10 ;0 13 12 14 = :3 :4 2b 4 4 9 6 6 C C 8 r. 17 1; 12 It ' 2B 2: 2 j 2! ). ' t• c � .1 i 6• 6 5 l o i �' I I2 14 If 4,503 +21 1,500-I,q9 0 +2 r5 +7 +9 4 lc 2,000-? 9 0 +� +3 +5 +7 0 +113,OG 132 0 32 28 ZU 3u 30 26 1 j i5 .. 2� `e _�_ -'-- -------172-__77 ,i 23j IJ .0 :6 13 A) 1. 3's" Concrete Slab: HC•8.931 R-.29! Factor -7.3 2. 3 3/4" Thick Common Brick: IIC'7.125; R-.13; Factor -7.3 8) 1. 5k" Concrete Slab: HC -14.106; x'.•.458; Factor•7.1 C) 1. 8" Solid Filled Block: *HC -26.63; R-1.93; Factor -6.1 2. 8" Solid Filled Block With Both Sides Exposed To Conditioned Air. -NOTE: Use all square footage directly exposed to conditioned air for Thermal'Mass Area: HC=10.164; R-.96;; Factor -6.1 D) 1" Thick Concrete/Tile: MC -2.55; R-.083; Factor -3.7 Table 3-19. Zonally Controlled Electric Reststunee Space Heatlnq Points ' Points for this neasurc v!1 I T ble 3-211. Solar Water Heatin+ With Cas Backs Points I be comp eted after the ! 1 has app uved an Alturna eve I Component ckage for Rests nce I I Oeat. 1 Table 3-18. Ac ve Solar pace Hea nq with as Points _7 I Net Solar Fracti n YP.inC3 I ! (NSF), Z 1 0 - 6 ! 1 7- 14 ! I 15 - 23 i\+4 ! 24 - 30 ! I 31 - 39 ! I 40 - 47 ! 1 48 - 55 ! 56 - 63 ! I 64 - 71 ! I 72 up ( +20 I I I I wood stove #33 points -(no back up) casablanca tan point Multi it (per unitop incl) j Floor Area Net Solar Fraction (NSF), Z per unit, f c?. 0.9 19 .20-29 30-39 40-49 50- 60-69 70-79 , 600-799 0 +3 +10 i +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +2 +4 +8 +10 +12 +14 1,500-1,999 0 +1 +3 �+ +6 +7 +8 +10 2 200 and u 0 ' +1 +2i' +4 +5 _+6 +7 +9 All others (per, build nn pnIrrs) 800-899 900-999 1,00[) 1,199 0 0 +5 +4 +4 +10 +9 +1 +13 +17 +11 +15 +14 +19T?+ 9 6 1 2 +34 +30 +26 1,20rrl".99 0 +3 +6 +9 +12 +21 1,500-I,q9 0 +2 r5 +7 +9 4 lc 2,000-? 9 0 +� +3 +5 +7 0 +113,OG n;.d"no 0 +1 r3_ ++ +5 3 +10 1 ' x Table 3-21. Other Water Heating Pts. I System Type I Points I i I I Cas Only L + Heat X,.t I' ! Solar I RevisMeeclmenti I I Ele.c tc RCststen 0 0 N . G7A2;ING PLAN TAKEOFF SHEET 3-5 North Glazing QUANTITY i SIZE AREA (SQ.FT.) (a) .—�_ x -tea = --— (b) / x SZ .30 (c) x = (d) _ x = (e) x = Total North Glazing (SQ.FT.) (a+b+c+d+e) TOTAL NORTH TOTAL BLDG GLAZING FLOOR AREA c2d-—x -SQ. FT. SQ.FT. CONVERSION TOTAL % FACTOR NORTH GLAZING 100 % 3-7 South Glazing QUANTITY SIZE AREA (SQ.FT.) (a) �— x (b) x = " (c) x = (d) x = (e) x _ Total South Glazing = (SQ.FT.) (a+b+c+d+e) TOTAL SOUTH TOTAL BLDG M AZING FLOOR AREA LVIO x SQ'.FT. SQ.FT. 3-6 East Glazing QUANTITY SIZE AREA (SQ.FT.) (a) / x® (b) L_xS- (c) x = (d) x = (e) x = Total East Glazing = _�� (SQ.FT.) (a+b+c+d+e) TOTAL EAST TOTAL BLDG GLAZING FLOOR AREA - 13 x SQ.FT. SQ.FT. CONVERSION TOTAL % FACTOR EAST GLAZING 100 - .9-, �L_ % •3-8 West Glazing QUANTITY SIZE AREA. (SQ.FT.) (a) I x (b) / x �,, z� - (c) x = (d) x - (e) x = Total West Glazing = 77 (SQ.FT..) (a+b+c+d+e) TOTAL CONVERSION TOTAL % WEST FACTOR SOUTH GLAZING GLAZING 100 3-9 Skylights QUANTITY SIZE AREA (SQ.FT.) (a) x = (b) x = .(c) x = Total Skylights = (SQ.FT.) (a+b+c ) TOTAL SKYLIGHT TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR SKYLIGHT GLAZING x 100 SQ.FT. SQ.FT. TOTAL BLDG FLOOR AREA ,2z x. SQ.FT. SQ.FT. �' . CONVERSION TOTAL % FACTOR WEST GLAZING 100 % BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES . BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: OFFICE #:7636 ( ROVI 41E) (530) Q91.2834 (CHICO) DATE: OWNER'S LAST NAME: yt'rl STREETADDRER CRY, ziP SITE ADDRESS- CITY. DD ESS:CIT`r. vIr APPLICANT NAME-.' STREET ADDRESS: 7 GGA oSI; - 2-io -o 114 OWNER'S FIRST NAME: "E> v, ---, S U i -der 100 cki c.0 z GL} clSg13 CONTRACTOR NAME: STREET ADDRESS: I0-0 cmr, ur. C 4 CIS S-73 LICENSE NUMBER ARCH ITECTIENGINEER NAME: ?,c> Z -0A -. :;rrr. zip Ci Sct-13 DESCRIPTION OR SCOPE OF WORK: 0 Structure Built without permits 0 Proposed Change of Occupancy (note previous use) PERMIT NO. J BP,04-1313 637 3 - 0%6 z-1"122 2-1-768 a bc,M < 8ti3- Ireob FAX: d43- 2113 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only 45q°1.q o Notes: • -- - - -- ^----. le-,'- &-.I Date: 51716 L4 1'wr I Mar 22 04 04:23p WESTRCH 7079384968 p,6 is !U. � � M. :.. .. ......_.�...., .�....._„ = _• ° '::.• =. Tax Area Code 93 - 2 6 i OS 6- RS 69-- �_ '�'%%�% •yam .39 . t . S c � � O ?rte• J ' 15 60 5.39 ACr , 74 AC- 25 0 • zre.:., h • N �O .S ; 9 TH"NO'S A SUILV",y a 23 T6ia is a c py of thu Conn . j Assess( .Plat Nal and X70 is provided solely to aid in locating t.: j land in rospeot 'S 3 7 r to roads am d other parcels. Fidelity National Title Co. liability for an loss y oc oaring by reason of relianoo theron. 0330 B K 59 42 AC. 3 . 3 Lj :Lt COVTE L E NC ' 56.2 AC •031 (58.274C) x, - W01 TSN. R 4E- �..I:. � -sir .a_r�• / 6 - ;31'OC'1C!Ctl S.^.:L•�t% :v :lt i ;5.. hlti: •'.trt�r ¢;':i:..1r '+'i;. h) 1''tl lti?. tDEIi�!' �Y:ifL•:'t::.. �7?: i:i;j`• �'�:e:.= !'S:1!. '•�'J2.1;,• +..- I :Yssurncs nml:aLiE�4y iar r�} t .;: „c ); Ae*,i , ? Mar 22 04 04:23p WESTRCH 7079384968 p.6 Tax Area Coda 93 - 2 6 • t t OS 6-- it 070 PI?A al ,-- 6P/L1vA70 3G . r- t14- colwfR _ G i a 39 Q � A- 60 5.59 AC! , 25 74 AC. • 0 N • 530 TIPS `3 NOT A SURI-^Y o 23 Thisis a c py of tho Coun.j Assessc . Y'lat Bf%, and 290 L provided solely to ofd in locating Lai land in respect to roads a d other parcels. lFidblity National Title Co. "-- liability for any loss occuring by reason of r4liance thearon, d /6 330 B K 59 N2 AC. 3 - 3 �r COUTf LEN C of 56.2 AG (58.274C) zy _ 3601 TZN. R 4E. - �.� _...� _ ., ... ►t.; _ ..:.� -... -...:t:. �t;� r .� i21'pt�L!!C!1 S^.t,! �.4 ;u ..tii i5�. hts:.:'_ar=.r •, a _ C CGtl7NER • Pti Y(3L' li.�. Vii? uflit!' fY:i�"':••::t::..$�:?:;:isi.:j�•'!:i•.:'.?:•:�kL';'�1.jC• :..� • I :,;s��S ��o�::►t,�ist �it�� :,r? t:t:>: a� :; , �r4ssessor's �, vl;i 1: ;t ,r.: li�lcxp No. 56-27— NOT£' -ASSESSOR'S PARCEL 'BLOCKLOT County of Butte, Calif. NUMBERS SHOWN JANUARY, 1957 IN CIRCLES ■ • • ■ -- — — — — — — — — — — — — — — — — — — I I I I I I i I (N) 20' X 40' SHOP I SPOILS I sTn 1lnIs ms IF SL NS OISTIRRBEDAt LDM5T11RBED AREAS MUST NYOR06FEDFD HAVE MULCH W., A T APPLIED PRIC t TO RAN CE� ItUE — I W° OU I I i I I RIC" ImoK TO BE FROM % TI %FOMED AT OF DRIVEWAY AY I I I i I I I (E) WELL I I i 4 (E) 30'X56' RESIDENCE I i I I i I I I I (E) PROPERTY LINE CQnSTRUCT gTE ACCEss PONT OF 4 GAN" ROCK MINIM M QF I 1T" CODE er 60' Lota (CONSTRUCT BEFORE IISWMG� I L — — — — — — — — — — — — — — -4 APN # 056-270-014 N TSI TE PLAN f rW MIN DIAMETER STRAW WADDLE ALLOW 5 AT TOE OF STRAW WADDLE SLOPE FOR SEDIMENT STANCE TO ACC WUTE__ -OzY N i POSSBIE AO PLACE DOM FKKX IN FRONT nc} Of AND WINO WADE TO ;. Nan N PACE STAKE 24't 48't STRAW WADDLE TYPICAL STRAW WADDLE r Io MNL PLASTIC LNNG i NOTE 1. DIG PIT LARGE ENOUGH TO CONTAIN EARTHEN DIKE Y MN WASHOUT FROM TRUCKS. TO BOTTOM 2. INSTALL 24'x48 'CONCRETE WASHOUT" SIGN NEAR WASHOUT. 3 W POSSOF PIMP WATER BACK NTO STAKE PERDAEIER WITH LATH TRUCKS FOR REUSE. AND FLAGGING SECURE LAMER 4. ALLOW WATER TO EVAPERATE AND WITH SANDFIAG,'S AT TOP EDGES REMOVE SETTLED. HARDENED CONCRETE TO PROPER LOCAL DUMP SITE. TYPICAL CONCRETE WASHOUT I pe(L p(S(- 055(ol✓ c4 SCoTT JA,✓vA4ec y i OA-7(yloN 4AIGVLAIL /ZoLk O/E10E-✓a`r I �-CC�SI S!-fUc.✓^/ MENS .¢.✓ �%QST/ti(. I D2lUEu/R`,/ w/ 13" U/= 2vEk Gov E2 I 7 -*,+T LEADS TO T'fiE GoNSTZ OCT10" I I Sr7"E, T{fF CoNST/LVGT/,dN SFT cg6E, / rrIt*o o ry A ,¢T (�V r(�vrNG' P I w,+-r-I-(x� Sf}o wnJ N IL6- OA/ LEcJE L_ CoA/ 7VV2S'. ----------J Tl("pl-x-� \ LEGEND 6i'S STRAW WADDLE -7(Y(o-1 PLAL� MFR✓ wk'T TIES C) A✓ L I BEST MANAGEMENT PRACITCES McTHODS USED FOR BEST WMAmE11 PRALOffS (BNP9 ON TMS PRO ECT ARE AS SHOWN ON THESE PALMS ARE 11155 FOLLOWS 1. ALL EROSON CONTROL MEASURES 944L CONFORM TO THE BUTTE COUNTY STANDARDS AMD THE EROACN CONTROL PLANS SDMH ON THE CONSTRUCTION DRAWINGS. L N1ERN ER090N COWIRCL MEASURES MAY BE NEEDED AND SMALL BE INSTALLED DURING OCNSTRUCTCM TO ASSURE ADEQUATE EROSION CONTROL FAOUTES ARE N PLACE AT ALL TES 1 ALL MACK MAY BE STRAW OR RICES, ALL MALCH SRO" K USED LBM A TACKF9M A. ALL SANOBACS MAY BE GRAVEL OR SAND FILLED BAGS UNLESS SPED ED OFERENT. S. ALL SLOPES WM ONSIVRBED SOLS CREATER MAN 1019 TNAT ARE FREE OF VEGETAVON SHALL �K%tTOR LWLCN SPREAD AND TAPED DOM PAW %CNAMC[ OTOL RADL G. DUST COMMM MEASURES N RE FORM OF WATER APR CADON TO FROM E�0�D1oPo'0 DACES OffDOO Ana a TRANSPORT a FOIL OF AIRBORNE PARI1OLAl5 WATE7MW OF E1P0'3D SOL SURFACES SMALL OOO1R AT LEALiT TU=DWALT. pR6iRAQr N CEANONI: tRADI1C: EARTH MOVING OR EXCAVATION ACTMIES SHALL CEASE TIER WINDS EXCEED fS MPH AVERAGED OWR 1 -NOOK. 7. TO MMM TIE TRAOd10 K NLD AMO ONE AND TO STAffi13 TME PONT Or NatCrAMO IMS BY COH61RUCIM VEHICLES TIE CONTRACTOR SHOULD PLACE a TD Ti ANC LAR ROOK WITH A MMMRRI DEPTH OF 8 N COMANCIION MTH M %000"Y OF FILTER FASIC. My SOL MATERIAL CARRIED ONTO STREET o �r e�A9s°1N( DoKaE WAS' aa° io WA�vN TIi A sTEET1. s ALL OW STE ROADS SHALL M COH7E0 WITH ANOLM ROOT A5 SOON AS FE1151BLE OR WA1UWD PEWWK'JLLY OQ CIWALGItiY STABLQEO. A NAIL CROOKS STALL OL OOVWEO MIN TARPAULINS OR ODa EFFECTIVE COVERS AT ALL TILES 106 i THE CQNSIR11C110N SITE NS IO REMAIN NAG" NONOIL THAN S MONTHS iIE71 11E SINE SMALL M STABLAf.D BY APPITNG TMTH GU4D' HTR SEEDED 410 WATTAlD LNTL ORA55 DOVER Ms OD.A 11. INSPECT SEDDNENT CONTROL DEMGLS APER EACH STORM OLD RDaA smson. Ii OMXING LAMG PERlCOS OF RAN AMD NWI NtEN9TY IRAISALL sTLPtr. MGLAXES rAr BEOOE CLOGGE0. EXTREME CARE 9KLRD VE TAKEN 70 CLEANN LW.PDP. FIASCOES 10 REOUIfE FUOTIVE DISCHARGE NO POTENTIAL FLOOONC. Is. NO SOL OSTURBANCE SCOL OCCUR AFTER MONOW 15 OR BEE'oRE APRIL I. 14. ALL SUCH AREAS MERE LAND G EARWC WAS BEIM COMPLETED OLTWM PROTECTED OR OTHERWISESTABLRET No LATER MM DECIDAM 1• CO CONSULTANTS BC1L11 CONSTitIlCrtON COMPANY ENR G48:OFAA =57 AXVAO4 4M OREGON t=2 SRo-347-iM FAX630,W2-1766 PROJECT NAME NEW SHOP FOR TONY DEVENCENZI 85 RANDLYN RD. MAGALIA, CA SHEET TITLE EROSION CONTROL DRAVANG STATUS. BUILDING DEPARTMET SET REM90NS DATE DRAWN: SJJ CHECKED: DATE: 7-7-04 SCJILE: .IDB N0. Slal<GT FIND EC -1 ■ a ■ ■ — — — — — — — — — — — — — — — — — — — — — — I i I I I I (N) 20' X 40' SHOP I ssarsDIs i W SL 15 DISTTHIBED 015111RBE17 NwE/A5 INST HYDROSEEOED HAVE MRLM I - A T APPLED PRK I TO RAN I CES ItUEk- I v21 e �.._ I I I I I I I ANQAAR ROOK TO BE FROM R�omm AT Me= OF CRWWAY AY I I I i I i (E) WELL I I I i 4 (E) 30'X56' RESIDENCE I I i I I I i I I I I (E) PROPERTY LINE OQNSIRUCT STE ACCESS PONT OF 4 8' ANGULAR ROCK MN6NM OF ( . 1Y LoMA (coNstla= I L_ — — — — — — — — — — --- — — -I APN # 056-270-014 N SITE PLAN a r -W MDN DIAMETER STRAW WADOLE ALLOW 5.11 TOE OF STRAW WADDLE SLOPE MR SEDIMENT TO ACCUMULA!E STAN - WA940Ur SIGN NEAR WASHOUT. 5' NOTE STAKE AND FLAGGING SECURE LINER WITH SANDBAGS AT TOP EDGES F LAVA GAP 6 EICOIAREw Y2Y M i POSSSL AND IN av�No=."CKCK ro IaID M PLACE ..' ..k. •..Vt 243 48"t STRAW WADDLE TYPICAL STRAW WADDLE — 10 MIL PLASTIC LINING ■ p( ArLw whTTtES OA/ (. (. V �L LOA/To J2 S NOTE PIT LARGE ENOUGH TO CONTAIN EARTHEN DIKE Y MIN EVAPERATE 1. DIG WASHOUT FROM TRUCKS. TO BOTTOM 2. INSTALL 24'NK48' 'CONCRETE DATE: WA940Ur SIGN NEAR WASHOUT. PERIMETER WITH LATH 3. IF POSSOF PUMP WATER BACK M-0 TRUCKS FOR REUSE AND STAKE AND FLAGGING SECURE LINER WITH SANDBAGS AT TOP EDGES 4. ALLOW WATER To ROMGVE sETTLm. HARDENED ECONCRETE TO PROPER LOCAL EKAkP ST TYPICAL CONCRETE WASHOUT I p(F(L OIS(- uSS(o.1 4 9C.-rT JAA1V A2 Y 0,v 7(4/cm, 4,xl6VL.42 2ULic 0410E-V,4y i I �CC�$I SfFUK,✓n/ A.tEe'rS +Al e%FST/ti(. I D/t(I/E,K/AY w� g11 v/= 20LIk couE2 I -r*,+T t -15A-0! T"v 1 -*6 ColvsrzLAC T10Al I SirE, TEFF cmnisf2ucTtul✓ S/T� ¢f, -S /}( R 674 0 Y 06',9-A/ G-RgJ 0 Tv i A GCA -T- (?vrcvjA)`rr /'1+9- ST�A�AJ � cs,�'ri'L.�� S(f v w.✓ sP2E � �✓ LEiJE �. I COvTVVaS, \ LEGEND STRAW WADDLE -7f Yto" fie') _i1E METHODS OSED FOR BEST MMMFLOIT RIACTM E_B1PIS17S OM TMS PROJECT ARE AS SHOW ON THESE BANS ARE FOLLOWS' 1. ALL EROSION COMM MEASURES 511ALL COIWORM TO THE BUTTE C U TT STNOMM ND THE ER09flN ca %XT RMNS SNOW ON THE CONSTR TKIN CRAWNCS t NTERM EROSON CONiR0. MEASURES MAY BE NEE0E0' ANO FR090u FApLTES ARE ATO MAL TOADEQUATE I ALL MACH H AS AW OR M(ES. ALL MULCH "AD BE USED 4. ALL SANDBAGS MAY BE CRAWL OR SAND FILLED SACS UNLESS SPECIFIED DIFFERENT. a ALL SLOPES 18TH DMAM SOLS GREATER THAN 10X THAT ARE FREE OF VEGETATA N SHALLNATE EARTHWAID APPUEo0 0R MULCH SPREAD ANO TACKED 001"'PMOR 10 A 30R CHANft OT RAM. C• DUST CONTAM MEAA/kS ■ THE FORM OF WATER APPUCATM TO ALL EIPOsfD soL suaFACEs To vRETart TINE 1RANSPOLT of SOL FROM EIUPO9ED SURFNZS pl C01N51RtK:1101' SRCS N THE FORM OF Atl830BE PARTCU ATi WARMING a CIPWEO SIL SURFACES SHALL OCCUR TatNaaFG KRAONF EARTH MDWNG OR EMOU�IV rAl ACTIV " SHALL CEASE MMEN LIDS EILEk7U IS MPH AIERACEO OVER 1 YOLK. 7. TO M9n= THE TRAD" OF MUD AVD oat AND TD STABILIZE DE PONT OF VICRESLTOESi By COH6'DILlCDOM VflILCIS RE HIRRUM DEPMHOF OrPPNI`AACCO TM wMTN ANLAR RocX �ATYOF FILTER FAB= ANY SDI MATERIAL CARRV ONTO VmLL- MALL K MUM ON O(BRDOYF.IN C-00 NOT OSE WATER TO WASH THE A ALrBALK. SMUT). 6 ALL ON SU1E ROADS SHALL BQ OOVET4FD 0TH AfIDIRAR ROOK AS SOON AS REASiBLE ORM RATEROD PEROOICJLLT rd,:=%%L' STABL1ffD. A HALL TRUCKS SOALL K COIETEO WITH TARPAULINS OR OTHER EFECDVE COVERS AT ALL TILES. 10, i THE CDI6TRL CTDN SITE MS 10 REMAN NACTAE LON= THAN 3 MONTHS 11E71 IME SITE SHAME K STADIUZED BT APPLTNC EARTH CUWD� OR SEEDED AHO wATEEo LNn GRASS COMER 6 H7DWL 11. NSAECT SEDdMprt CONVICT OEWCES AFTER EACH SIORM AMS REMOVE seolo T. 1t O11R110 LONG PEJILODS K RAN An W04 NIENSTV RAINFALL SWPPP. MEASURES MAY IIOOME CLOWEIL EXTREME CNE 940" VE TAKEN TD CEAN SILPDP. MEASURES TO REOUF£ FUCIUK 0504ARM AND POTENTIAL FLOCONF 13. No SM DISTURBANCE SMALL OCC R- 01M NOKMBER 15 KIR BEFORE APER 1. 14. ALL SUCH AREAS tILhTE LAND CLEARNC HAS 9Mm COMPLETED SETWEEM P�ROatECTN OR ODiR1N5E1S5T� Fq�4 A T�iHM OEC 1•MlAa CONSULTANTS BCM CONSTRUCTION COAVAW INC. 737157 AMNACH 4M ORMON 127312 890.34 -1771 FAX630442'1768 PROJECT NAME NEW SHOP FOR TONY DEVENCENZI 85 RANDLYN RD. MAGALIA, CA SHEET TITLE EROSION CONTROL DRAWING STATUS. BUILDING DEPARTMET SET REQS DAZE ORAWN: SJJ CHECCED: DATE: 7-7-04 SCJMFK As HC SLGT NMC EC -1 .114 2 D l( r I I ■ I I I ■ I I I ■ L_ APN # 056-270-014 N TSITE PLAN SCQIC., � %IY ■ WELL ;E PROPERTY LINE ■ ■ ■ CONSULTANTS scm BCM CONSTRUCTION COMPANY INC. G4FORNIA 737157 NEVADA 45626 OREGON 122512 530-342-1722 FAX530342-1768 bem@bcmcaw&wdon.corn PROJECT NAME NEW SHOP FOR TONY DEVENCENZI 85 RANDLYN RD. MAGALIA, CA SHEET TITLE SITE PLAN DRAWING STATUS BUILDING DEPARTMET SET REVISIONS DATE DRAWN: SJJ CHECKED: DATE 4-28-04 SCALE: JOB NO. %"T Na C-1 ■ ■ Environmental Health MAY — 5 2004 Chico, California ■ APN # 056-270-014 ■ SITE PLAN ■ -- -- —----------------� II i I II l (N) 20' X 40' SHO I(E) WELL I) I I I� l - 90--0- I Y ( &o (E) 30'XId' RESIDENCE �lI ` (E) S P.6 TANK � I I I (E) PROPERTY LINE I) a ', i o II I� tp �I /Slop +I E--- -- ----- --------- -j -3 3q5'�� APPROVED ■ CONSULTANTS BCM BCM CONSTRUCTION COMPANY INC. CV-FVRW M57 MEVAN 65528 OREMW 122512 530-36&1722 FAX530,W-1788 b0npb0rCMsMxfb .cmn PROJECT NAME NEW SHOP FOR TONY DEVENCENZI 85 RANDLYN RD. MAGALIA, CA SHEET TITLE SITE PLAN DRAWING STATUS BUILDING DEPARTMET SET REASONS GATE DRAW SJJ OIEOWD: DATE- 4-28-04 SCALE: im N0. %"T Na C-1 ■ ■ ■ ■ — — — — — — — — — — — — — — I I _ I I I I I I (N) 20' X 40' SHOP I I CONSTRUCTION I IF MUST NAVE YILCN w/ is A T APPLIED PRIC 1 TO RAN I I I I I I I MOULAR ROCK TO BE FROM I M THEOLBASE OiR�W AT DRl%EAY AY I I I_ I \ I t— — — — — — — — — — — — — — APN # 056-270-014 N TSITE PLAN LOPE TO PREVINY EINY M- I (E) WELL I I I 4 (E) 30'X56' RESIDENCE I I I I I I (E) PROPERTY LINE 4 -S B TAN CiARRDRD �M OF I 112' � P 9106i LONG (CONSTRUCT , I a STRAW FOM LAYA CAP IS 0ICGlM1E11E1 '%11' N t POSSME MID OFFNNO MIND MAN W 0 EN 0Nt rx": HMO N PLACE i6' IAN DIAYEIER STRAW WADDLE ALLOW S' AT TOE OF SLOPE FOR SEDNENIT TO ACCUMULATE PLA-Li5- 1'ftAL•✓ w*TTIES OA/ .L 1. LJ eC- C -o A/ C't3 OIL S NOTE 1. DIG PIT LARGE ENOUGH TO CONTAIN EARTHEN DIKE S MIN WASHOUT FROM TRUCKS. TO BOTTOM 2. INSTALL 24'X48' 'CONCRETE 7-7-04 WASHOUT SIGN NEAR WASHOUT. & IF POSSIBLE PUMP WATER BACK INTO STAKE PE RIMETER WITH LATH TRUCKS FOR REUSE ALLOW WATER TO EVAPERATE AND AND FLAGGING. SECURE LINER WITH SANDBAGS AT TOP EDGES 4. REMOVE SETTLED. HARDENED CONCRETE EC -1 TO PROPER LOCAL DUMP SITE TYPICAL CONCRETE WASHOUT PITS �le(L DISC ussfoA/ L,,/( StoTT JAA/VAety I o.) 7(9(0-1, .4.,/6 VLAF2. aock O/LIL)9= 4",4 I fVCCp5j Sqo AIA/ MELTS /Fit/ tK7JT/'v6'- I �2iveT,vRv w/ $" v/= 2vCk CouE2 7-/,L,+T -rd 171E CoA/f rn VC Ti CA/ I Si7'E. TIFF cen/sT�tucT'6aA✓ SFT � I jjA-s +(- a 674 o y (�6EN t,�tav E o ry � Lv�-rTL.��s °SIRED w.✓ �2E � �✓ LEcJE � I c.00v -►vu2S ----------J/%,-AA LEGEND STRAW WADDLE -7(Y(oy T1E METHODS USED FOR BEST MANAGEMENT PRACTICES ON T/45 PROiCT ARE AS SHOWN oN THESE FLANS ARE AS FOLLOWS' 1. ALL EROSION CONTROL MEASURES 9NAL CONFORM TO THE BUTTE COUNTY STANDARDS AHA THE EROSION CONTROL RAMS SNOW ON THE CONSTRUCTION ORAWIJ 1. INTERN EROSION CONTROL MEASIMS MAY BE MELDED AND [ UR 9d INSTALLED TROLFACT DURING ITIES AM N AT �AOEOUPATE AL TNM MULCH 'r AA SSW OR MES, ALL MPLa 910UL0 BE 4. ALL SANDBAGS MAY BE GRAVEL OR SAND FIRED BAGS USES SPECUIED DIFFERENT. S. ALL SLOPES MIN DISUM SOILS GREATER THAN 1oX THAT ARE FREE OF VEGETATION SNALL NA1E EARTNOUARA APRRO OR MULCH SPREAD AND TACKED DOWN PRIOR to A SOW CNHAMCI , PAN. S. DUST CDNTROL MEASURES N INE FORM OF WATER APPLICATION TO ALL EXPOSED SOL SWFACES TO PREIk3HT TIE IRANSPdiT OF SOL FROM E7mOSE0 SURFACES ON CONg17aIC11Or SITES IN THE FON OF ABBOBE PARTICLATS WATQMIG or EXPO® SOL SURFACES CLE RTNTrDM1TO OR E1PCav VAlIp1AcTrM�IkSN SHALL CEASE MER TMAS EXCEED 15 MPM AVERAGED OVER I -NOUN. 1. To MMAZ THE MACOC OF MTA ANA ORT ANO TO STAWN THE PONT of CONTRACTOR 9E0 BY CONSTRUCTION VDVC ES THE 4' TO 8' MNOLAR ROOK WM A NWRNMN DEPM 0► Hi N OONANCIION MM AN IUOCFRAY OF FUER FABEG ANY 50. MA7EiA1 CAWREO Ort0 4TIRET OALY BA93�iBIROON LTEAIN- WA� R TO WA4N U[ A STREET). & ALL ON SITE ROA06 91AKL BE COVERED MIN INQ4AR ROOT AS SOON AS FEASIBLE OR WATERED PERAOIFJLLLY OR CL'IIFJLLY STAU LOOM. 9. NAIL TRUCKS SHALL KE COVERED MM TARPAULINS OR OTTER EFFECTIVE COVERS AT ALL TIMES. IDL IF M CONSTRUCTION SITE KS TO REMAIN NACIITE LO/CER THAN 3 OAR EEDEDDAANDWiIFEREO wR fRgM COVER IS GROW RAIN GUARD' it. NSPECt SECONIONT CONTROL DEVICES AFTER EACH STORM AND REMOVE SEDIMENT. It OURNO LONG PERJ or RAN AND HIGH /NTEIISTY RAINFALL SW.PPP. YEASUI[S MAY �00NE OLOGGCD. EXTREME CARE SAUCED VE TAKpI TO CLEAN SIIPPP. MEA9UE5 TO REOUIfE . FKIGiTIVE OISMMROE AID POlO/RAL ROOONG 13. No SOL DISTURBANCE SHALL OCCUR -AFTER MOVDW 10 OR ou APRIL I. 14. ALL SUCH REAS MERE LANA CLEAR= NAS OWN COMPETED KTVEEN OEDOTERTKNYDROSEEDM MULCH PTECTEOROTVE�SE ST NO LATN OECDW I - CONSULTANTS 8CM 00111 RUCTION COAIPAW (IMC. 797757 AIEVAW 45828 OFJ 712572 890J FAX83o942-17B8 PROJECT NAME NEW SHOP FOR TONY DEVENCENZI 85 RANDLYN RD. MAGALIA, CA SHEET TITLE EROSION CONTROL DRAWING STATUS BUILDING DEPARTMET SET REVISIONS DATE DRAWN: SJJ CHECKED: DATE: 7-7-04 SUKLE: JOB Na slccr NC EC -1 r I ■ I I I I I I I I I I I ■ I APN # 056-270-014 N SITE PLAN WELL to PROPERTY LINE CONSULTANTS svw PROJECT NAME NEW SHOP FOR TONY DEVENCENZI 85 RANDLYN RD. MAGALIA, CA SHEET TITLE SITE PLAN DRAWING STATUS BUILDING DEPARTMET SET REVISIONS DATE DRAWN. SJJ CHECKED,. DATE 4-28-04 SCALE. im N0. SHEET Na C-1 O MIC PIERS a PLYWOOD PADS�� PLAN DOUBLE WIDE MOBILE COACH Scale: 1" = 10' NOTE: POR MORE THAN TRIPLE WIDE UNIT SUBMIT LAYOUT TO THARP ! ASSOC. FOR PROVAL STANDARD PIER A FOOTING SPACING PER MOBIL HOME MANUFACTURZR*S' INSTAUAITION MANUAL. CONFIGURATION SHOWN IS THE MINIMUM NUMBIM OF PADS REQUIRED. L I i I I + f � m ^i 'Q T T i I I � I I IlrJs111C "IRS .� I b 4 OF MNMLZE f COACH is �SINGLE WIDE TYPICAL +--12' or 14' , PLAN SINGLE WIDE MOBILE COACH ��1iQ' Scale: I" = 10'_ Ql&ARD PIER k FOOTING SPACING PER MOBIL HOME MANUFACTURERS INSTAUAT10N MANUAL. ` CONP ICURATIOI SHOWN IS THE MINIMUM NUMBER OF PADS REQUIRED. P - 3/19' K 1' IMTS FIELD BRILL HOLES OPTION OF 4 - '414 TEX STS 1/4'x2'x4' ANGLE 3' VIDE COACH C OR J BEAM 3' x 3' ,/-"- PLATE luzm- REFERENCE: CAI.APORNIA CODE OF RFOUl.A710Ns. TITLE 2s AND U.B.C.1994 EDITION. 1. MION LOADS: 4 - 112' ,.D(71>B1B1ft.� o roew some TD BOLTS f + f f f 1 30 pd-T.� 4 Eq I* PIER �7 T x x THE DESIGN IDADS SHALL BE CONSIS'AENT WITH ROOF UVE LOAD, WIND LOAD, AND SEISMIC ZONE AS f f t f ESTABLISHED FOR PERMANENT BUIID040 WITHIN A SPECWIC LOCAL AREA TO 3. ALL FOOTINGS ARE TO BE SUPPORTED F1Y FIRM, UNSATURATED. UNDISTURBED COHESIVE SOIL FOOTINGS �y DOUBLE WIDE TYPICAL 1 MAI An Ile• PLAN DOUBLE WIDE MOBILE COACH Scale: 1" = 10' NOTE: POR MORE THAN TRIPLE WIDE UNIT SUBMIT LAYOUT TO THARP ! ASSOC. FOR PROVAL STANDARD PIER A FOOTING SPACING PER MOBIL HOME MANUFACTURZR*S' INSTAUAITION MANUAL. CONFIGURATION SHOWN IS THE MINIMUM NUMBIM OF PADS REQUIRED. L I i I I + f � m ^i 'Q T T i I I � I I IlrJs111C "IRS .� I b 4 OF MNMLZE f COACH is �SINGLE WIDE TYPICAL +--12' or 14' , PLAN SINGLE WIDE MOBILE COACH ��1iQ' Scale: I" = 10'_ Ql&ARD PIER k FOOTING SPACING PER MOBIL HOME MANUFACTURERS INSTAUAT10N MANUAL. ` CONP ICURATIOI SHOWN IS THE MINIMUM NUMBER OF PADS REQUIRED. P - 3/19' K 1' IMTS FIELD BRILL HOLES OPTION OF 4 - '414 TEX STS 1/4'x2'x4' ANGLE 3' VIDE COACH C OR J BEAM 3' x 3' ,/-"- PLATE luzm- REFERENCE: CAI.APORNIA CODE OF RFOUl.A710Ns. TITLE 2s AND U.B.C.1994 EDITION. 1. MION LOADS: 4 - 112' ,.D(71>B1B1ft.� TD BOLTS SEISMIC 30 pd-T.� 4 PIER 2. THE DESIGN IDADS SHALL BE CONSIS'AENT WITH ROOF UVE LOAD, WIND LOAD, AND SEISMIC ZONE AS ESTABLISHED FOR PERMANENT BUIID040 WITHIN A SPECWIC LOCAL AREA 3. ALL FOOTINGS ARE TO BE SUPPORTED F1Y FIRM, UNSATURATED. UNDISTURBED COHESIVE SOIL FOOTINGS ARE DESIGNED FOR 1000 PSF TOTAL 1AAD SOIL PRESSURE AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDnvm. TYPICAL BEAM 4. nWMlE TRE„TM PLYWOOD: 3/4' A.P.A. Mn4 EXTERIOR P.S.I. - 0 CC. KAMM, HER - QA 297. PRP -105. CONNECTIONS Not to Scale S. STRUCTURAL SII:EL: �. SHALL COHWRM TO ASTM AM F, - 36 KSI MINIMUM. b. SHALL BE FABRICATED AC`GORDINO TO NSC sPECIFiCATIONS. C. $HAUL BE WELDED ACCOFDIPG TO AWS SPECIFICATIONS: L ELECTRODES: E70 H. PLATES: ASTM A36 Hi. ANCHOR BOLIN: ASTM A307 IV. BOLTS: SAE ORS -ASTM A449 -ASTM A321 V. THREADED ROU: COLD DRAWN LAW CARBON WELDABLE d ALL MIETALO MPO 4MM INCLUDING NAILS A SCREWS ETC ARE TO BE PROTECTIVE COATED. COACH I BEAN 6. THE PIER AND RIDGE BEAM SUPPORT tMEMBUFS SHALL BE COATED WITH SHERMAN WILLIAMS E61 -RC2 Y X 3' PLATE ENAMEL OR APPROVED EQUIVALENT AND SHALL BE LISTED AND LABELED BY CERTIFIED TESTING AND CONSULTING SERVICES (CTC) FOR THE POUOWLNO LOADS: 4 - 3/8' x• LATERAL: 1700 Ra. MAX MAX TUDE HEIGHT LILTS b. VERTICAL: 13000 Pa. MAX W SHORT TUX 14' LONG TULLE 7• THIS FOUNDATION IS FOR PLACINO M.uWACTURED BUILDINGS CONSTRUCTED WITH LONGITUDINAL OR p' AIA STD PIPE CROSS JOIN". 4 - 3/8' KILTS 0 3/16' PLATE 5. THL4 POUNDATKM PIAN IS DFSIONFDTC�F.CONSiRUCTEDON A FAIRI.Y LEVEL SITE WITH NO EXISTING SOIL TIGHTEN TO 180 CLAMP PROBLEMS, IF SETLIEMENT OCCURS W TO POOR SOIL, SEE NOTE 11. IN-Pupw TOtOLIE 9. PRESSURE TREATED PLYWOOD PADS SHALL BE PLACED ON LEVEL UNDISTURBED SOIL 3/4' THREADED 3/16' PLATE LEGS 10. PAD ORIENTATION MUST BE AS SHOWN IN DRAWING, THIS SHEET. ROD TYP IF 4 11. IN AREAS WHERE DIFFERENTIAL sE" IIEMENT (D.S.) CAN OCCUR, MANUFACTURED HOMES SHALL BE READJUSTED WHEN D.S. EXCEEDS k!4', OR WHEN IT WILL ADVERSELY AFFECT THE USE OF THE 5/16' PLATE MANUFACTURED HOME. 5/6' X 1 1/4' BLT 12. THIS SYSTEM IS ADAPTABLE TO STANDARD HOLLOW MASONRY BLACK PIERS. WITH WpA: ED WAD" S'E I SMI C PIER NotScat* COACH LENGTH NOTES: .. G', - 2E13MC PIER Sl - PATENT PENDING IN Bi -POUNDS 1S L�Ol1LVALEMT TO 1S FT-POMDt Li1I311Irit1?1Ff Wt c3At;N - 61 FEET. 2. MAXIMUM LENGTH OF DOUBLE WIDE �OACH - 70 FEET. • 3. FOR TRIPIE WIDE CDAICHES, FOLLOW 3/ 4 £ PLACEMENT PATTERN AS SHOWN ON THE DOUBLE WIDE MOBILE COACH. 4. FOR ANY COACH SIZE OTHER THAN A4 SHOWN ON THIS PLAN OR REFERENCED ABOVE, THE PIER AND PAD LAYOUT SHALL BE REVIEWED AND AITROVED BY DONALD M. THARP A ASSOCIATES. 30'0210/4' PLYWOOD HOLES Fait t/2' K 2 1/2' C.B. 18'x32'x3/4' PLYWOOD ELEVATION NOT TO SCALE NOTE, OUNDATION SYSTEM IS SAFE FOR INSTALLATION IN FLOOD PLAINS UPON REVIEW AND APPROVAL BY THARP & ASSOC. K x 3/4 IF&_ I SFEETS SCREWED TOMTiER WITH ' It fe K 1 1/2' FINS 6' K K K K K 18' 30' K x K x 6' �---32'---i PLYWOOD FOUNDATION PAD SCALE) I' - 18' M. Ty'; NO. ODOM EXP. 31381 .O --A m c SEAM SIZE NOTES: . 1. SPACING SHOWN ON THIS PLAN ARE FOR COACHES WITH 10" AND 12" BEAMS. 2. ANY S" BEAM IS NOT TO CANTILEVER,RE THAN 6.0' ON EACH END OF UNIT AND SPACING OF SEISMIC PIERS CAN NOT EXCEED 13.1'. _t gelvi-5;e-cl 6--/1•9S �,11evaro rsE,taa>rlvsxYr�+ r..,"... ►.., ..r.... •. r � r+c,+. err M w M•.4q f!"I !.� N.M.MI SPA 000. 4drrQ1; , /0Z ' � IAN Flim AIN E �� •� j RENEWAL OF Akptpt STATE SUBMITTAL E.T.S. 107 �r Om1Ala'0,1"6 N " ba 6,1996 Date 10/19/96 flcals IA,It Sho 95-36 _" I Of 1 ShNta 1 3030 DUAL PANE WINDOW WITH LOW "E" GLASS 19'-O" 4016 DUAL PANE WINDOW WITH LOW "E" GLASS i WILLIAMS MODEL $5508331 (PROPANE HEATER) WALLS - EXTERIOR METAL SIDING OVER GIRTS WITH R -II WMP-VR INSULATION WITH INTERIOR 7/8" HAT CHANNEL AT 24" O.C. AND 5/8" TYPE NO GYP. BD. ROOF S CEILING - EXTERIOR METAL ROOFING OVER PURLINS WITH R-30 INSULATION AT ROOF, (SUSPENDED CEILING AT 9'-6" A.F.F.) 100 AMP SINGLE PHASE ELECTRICAL PANEL ZU Environmental Health 4040 DUAL PANE WINDOW o 5 - 2004 MAY WITH LOW "E" GLASS � z a Chico, California FLOOR PLAN SCALE=1/4"=i'-O" mn"Vln" %/CRIT METAL SIDING 1 y ELEVATION - SOUTH SCALES 1/4"=1'-O" f�1 DESIGNERSTYLE MODEL SAC0184XP AIR CONDITIONER UNIT 4016 DUAL PANE WINDOW WITH LOW "E" GLASS 4040 DUAL PANE WINDOW WITH LOW "E" GLASS In11vIQ" vcwlr 1 A 1_0" �1_nn 3 1_nll 3- 04 EACH WAY (3" CLEAR FROM BOTTOM) 1 4 I 4 3- #4 EACH WAY 4 3- 04 EACH WAY - ( 6-1 5_I (3" CLEAR FROM S-1 (3" CLEAR FROM I _ I BOTTOM) BOTTOM) 3- $4 EACH WAY 3 O -21-011191-011W CLEAR FROM -' BOTTOM) FO UNDA TION PLAN SCALEI 1/4"0-0" LT i 2'X4' FO FLOURE I LIGHT, '. . -1 ELEVATION - NORTH SCALE: V4"xi'-O" VA TION - WEST SCALE, 1/4" -'- ELEVATION - I I I 1 j1L. x } t , � I_. t � a [ 1, tµ x ECM REVD. MAY - 3 a04 � � E rn m S W O C O = 7 L... E a 3: C) C: °)i Eu)d�J--'r- � ccirom3a)omc t' m o Ea'ULL' E M C 00 � a) ��"O aw 0) `o E� ZcmE9 O O r -C O C U) Tyr Z� ca m o Z c U) oE a' or M 0)y a) M m CA �� O C C C U E O•0�� ? U 1uv S W o : 0 >, 3 n .6 a) c,11) m `ZU) �w2cc ti N � m a a) m cn D O p L>`'vcca'� Ew oacc0� ayc�i Zccin5r-4)' .0Q -`0 C) r tom, c,) LO O" N U a v P 12 O X C C: *C a U o a(D C i= ch � O, I 2 co O 1C: w •� o�Q o i U Q- ') I 1 3 i 0 i. 0 N 0 Q .. z 0 li.� ' W Z a. -� O Q �>-0-� W z O ............. z..:d CDa c , Designs MEM Checked. MEM Date: APRIL 2004 Job No. 8%0 Sheet: A-1 Plotted: Thu, Apr 29 2004 j 6 .. sF x Il� i 4o' -O" 19'-0" I' -C _ 11-911 ih 3 F --1 r N L — 3- a $4 EACH WAY4 (3 CLEAR FROM 4 3- 4 EACH WAY 5_i (3" CLEAR FROM (E4BOTTOM) BOTTOM) . 4" CONCRETE SLAB WITH 6X6 WI.10/WI.10 W.W.F. OVER 2" OF SAND OVER 10 MIL. VISQUEEN OVER SUBGRADE (BUILDING, ,PAD SHALL BE LOCATED ENTIRELY ON CUT OR FILL, BUT SHALL h= BE LOCATED OVER A TRANSITION BETWEEN CUT AND FILL) FILL, IF REQUIRED, SKNL.L BE COMPACTED TO 95% RELATIVE COMPACTION. 1_nll 3- 04 EACH WAY (3" CLEAR FROM BOTTOM) 1 4 I 4 3- #4 EACH WAY 4 3- 04 EACH WAY - ( 6-1 5_I (3" CLEAR FROM S-1 (3" CLEAR FROM I _ I BOTTOM) BOTTOM) 3- $4 EACH WAY 3 O -21-011191-011W CLEAR FROM -' BOTTOM) FO UNDA TION PLAN SCALEI 1/4"0-0" LT i 2'X4' FO FLOURE I LIGHT, '. . -1 ELEVATION - NORTH SCALE: V4"xi'-O" VA TION - WEST SCALE, 1/4" -'- ELEVATION - I I I 1 j1L. x } t , � I_. t � a [ 1, tµ x ECM REVD. MAY - 3 a04 � � E rn m S W O C O = 7 L... E a 3: C) C: °)i Eu)d�J--'r- � ccirom3a)omc t' m o Ea'ULL' E M C 00 � a) ��"O aw 0) `o E� ZcmE9 O O r -C O C U) Tyr Z� ca m o Z c U) oE a' or M 0)y a) M m CA �� O C C C U E O•0�� ? U 1uv S W o : 0 >, 3 n .6 a) c,11) m `ZU) �w2cc ti N � m a a) m cn D O p L>`'vcca'� Ew oacc0� ayc�i Zccin5r-4)' .0Q -`0 C) r tom, c,) LO O" N U a v P 12 O X C C: *C a U o a(D C i= ch � O, I 2 co O 1C: w •� o�Q o i U Q- ') I 1 3 i 0 i. 0 N 0 Q .. z 0 li.� ' W Z a. -� O Q �>-0-� W z O ............. z..:d CDa c , Designs MEM Checked. MEM Date: APRIL 2004 Job No. 8%0 Sheet: A-1 Plotted: Thu, Apr 29 2004 j 6 .. sF x Il� i