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HomeMy WebLinkAbout056-090-08556-90-85 01-0425 SLATTERY, MIKE AND ADRIENNE P0'85X4"1 CHICO�R Nl���� CONT: OWNER NEW S/F 056-090-085 01-1154 SLATTERY, MIKE CONTR: FOX COMPAN V?JC'•A'� F1RESPRINKLERS I 047-430-046 05-3252 SAID, KARIM H 99, CHICO� Cont:om: CFI1C0 ELEC ELEC SERV I Z-lv-d6 ,_: =, Butte County Department of Development Services. N ® T E S 7 County Center Drive, Oroville, CA 95965 ,ec; �U N� (530) 538-7601 www.but[ecountY netidds �� 6 RESIDENTIAL APN: 10 ' �� G = '� Permit No. -5 Owner. �y M C/ _ Site Address:y l < �''C' / t S S e p� Cl - Contractor. Type of Permit: l SPECIAL GUNUI I IUNS CHECKED BY SRA FLOOD CERTIFICATE SQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: SIGNATURE: = OK n = u.,i MANUFACTURED HOMES PERMANENT FOUNDATION U SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat Q or LPO Inch Sz Ft Lngth 7 BIckng; Sz-Spacing-Marriage Line 8 Gas; MH Test -Demand -Valve -Cnnctr 9 Elec MH Cntnty Test -Crossovers -Breakers -CIrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs O Foundation O 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers MISCELLANEOUS DATE IDECKS'C0VERS'CARP0RTS`GARAGES 1 Zoning -Setbacks -Easements • 2 Ftgs; Soils-Sz-Dpth-Spacing-Cnnctrs-Steel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts -Beams -Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof, Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls Drawing 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bokes-Enclsrs-pnlboards-Insults to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr, Fencing -Alarms 13 Bonding, Diving board or Slide = OK 0 = Not OK RESIDENTIAL (Single & Duplex) I DATE JUNDERFLOOR 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth ` 5 Stemwalls Main; Steel -Blockouts-Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 1.1 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-M ate rialSupport-Insultn _ 14 GirdersSills-Anchr Bolts Joists-Vnts-Cripples 15 Acc & Vntltn 16 Insulation s DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings-Stairs-Chasers=Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties -Purl in -Roof Brac-TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Cimc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits �— 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnis 38 Insulin -Walls -Ceilings 39 Infiltration -Walls -W ndws DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clrnc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ga ❑ CU or Q AL AC Wire Sz ga ❑ CU or Q AL 48 Range Circ ea Q CU or QAL Oven Circ ga Q CU or Q AL Insulated Neutral Q Yes Q No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 09• m o'er UAiL IPLUMBING 53 Wtr Htr, Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First fir -Tub Acc 57 Test Tub & Shwr, 2nd fir - Tub, Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping c` DATE IMECHANICAL 61 AC Ducts Insultn & Support 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air RtrnNent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic DATE IFINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clrnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door; Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters Q Yes [:]No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler a` s BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (630) 638-7636 (OROVILLE) (630) 891-2834 (CHICO) OFFICE #: (630) 638-7641 PERMIT NO. BPO53253 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 12/12/2005 APN: 056-090-089-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 82 ECUA MISSION LN CHI Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: INSTALL WOOD STOVE 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: SLATTERY MIKE & ADRIENNE to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of $2 ECUA MISSION LN the Contractor's State License Law (Chapter 9 commencing with Section CHICO, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95973-8866 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 penally of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: SLATTERY MIKE & ADRIENNE owner of property who builds or improves thereon, and who does 82 ECUA MISSION LN such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for CHICO, CA sale. If however, the building or improvements are sold within one 95973-8866 year of completion, the owner -builder will have the burden of that he did build improve (530) 343-5509 prov' or she not or for the purpose of e.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: LAMBERT'S MASONRY SUPPLY INC and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). W 13620 HW 99 ❑ I�am, B' e s rofessions Code CHICO, CA �Exem�pt�underArticleJt. S Date: �/r Owner: 95973 (530) 343-0821 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: 788569 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 Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy#: ❑ I certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith those JUS comply with provisions. I Date: e L� Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one 1 hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutioqs to do w rk indicat d bov for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.)i2 Name: . Date: By10s PERMIT XPIRES Q Gn Address: ON: I. (Date) ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application; that the above information is correct, and that I am the owner or the duly authorizeda nt 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 subslanc f y official fo r do ment of Butte County. I hereby authorize repres ntatives of Butte County to enter upon the above mentioned property for inspection purpo e . Yk— Print Name: \ Signature: \ LA Date: (0'�er ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 C BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION, "PLEASE PRINT CLEARLY" F;4 - OWNER irst NameA I Ie— Last Name li iaar v r Address 92C✓a n 's 5 i n,,L City ,/ A 3 State _7j, f -r 73 77 �� �� J Phone I •�I y 3 -,75'0 •7 ,-5 C Fax E-mail ARCHITECTIENGINEER CONTRA TOR Name �c�I Zip Address �0. City State License Number Zi Phone b -&Fax E- Uc. # Class ARCHITECTIENGINEER N � Address City State Zip Phone Fax E- ' State License Number APPLICANT NAME Name Address 2 r'(CvGt i Ssil�+'� City 1 SS.e, State Zipgn73 Phone 3 U 3_ S p q ( Fax E-mail APPLICZANT SIGNATURE X aL�,S- I For office use only: Zoning Flood Zone SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERNUT NO. BP 05 BIN # LOCATION•..,;: / AP# l/ 5(� — C)7U — q Property Address 32 Ecva I_S 5"04 City �43S Cross Street���� WORKER'S COMPENSATION Po " Number Carrier If hiring an ne other than license contractors, a certificate of worker's compensation must be shown at the time of permit Issuance. LENDING AGENCY Name Address _ OVER FOR SUBMITTAL REQUIREMENTS U K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: / �✓-e �✓ ,WrJD �f� �2 Sq. Footage 2 S ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds, can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: K,6. Amount: 10.t ()O Bldg SRA Receipt #-1 �� i Sheriff SMIP Date: ) 212 C REV 7-27-04 Rtvims ytd* 056' 090 0M NOTES RESIDENTIAL 056-090-085 01-1154 SLATTERY, MIKE k EQUA MISSION LN., COHASSET 'I CONTR: FOX COMPANY t FIRESPRINKLERS SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS +� VERIFY a USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 1: t JOB FINALED (Date) f Signature V="OK, 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 7. 1. Zoning Requirements -Setbacks -Easements 8. 2. Soils; Special MH Support Sketch 9. 3. Sewer; Location -Test -Fall -C/O -Concrete 10. 4. Water; Location -Test -Easement Needed (Sketch) 11. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 12. 6. Gas; Location -Test -Wrap; / /" L'ft. / P Nat. or/ /"L"ft./ /'LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready ELECTRICAL (Permit) OK except #'s RESIDENTIAL (� Date 24. Underfloor (Plans) OK except #'s 25. 1. Zoning -Setbacks -Easements -Flood -Slope Romex Installed Close to Edge of Studs & C.J. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 28. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 31. 5. Stemwalls, Main; Sfeel- Blockouts-Wrapped Equip. Clearances Panels-Motors-Mech. Equip. 6. Stemwalls, Garage; Sfeel- Blockouts- Wrapped 34. 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Fig. -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 Date 11. Water Pipe; Test -Anchors -Regulator -Service Test Card B-1 12. Electric Underground Card B-1 Date 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Jo ists- Vent s-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. 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 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral O Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 Date Walls Studs -Nailing Spacing & Braces -Plates -Sound Card B-1 Date Card B-1 Date Draft Stop in Walls (rat proof) MECHANICAL (Permit) OK except #'s Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. 35. A.C. Ducts Insulation & Support 50. 36. Vent Fan, Exhaust above insulation 51. Garage Fire Protection Framing 37. Condensate Drain & Overflow, Size & Grade Property Line Firewall & Openings 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date 58. Card B-1 Date Card B-1 Date Shear Walls; Nailing -Bolts Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing dingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Ramex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls- Windows 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 -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-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 ❑ Yes 82. Following Instld./Drive J Yes J No/Walks D Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COU M Y ®F. BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 E my Center Drive • Oroville, California 95965 • Telephone (530) 538-7541_ PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT / - /_// 5 `/ L ASSESSOR PARCEL NUMBER n S ZONING BUILDING PERMIT OWNER -' SLA345-5509 TELMtONE SO. FT. OCC. BUILDING VALUATION 1,425 7,28-0.00 OWNERS MAILING ADDRESS e.0. 130X40611 CHICO CA 95927 CONTRACTOR'S NAME FOX WIM TELEPHONE �— CONTRACTORS MAILING ADDRESS X995 OLIVE HW, OROVILLE,46, CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER - LICENSE NO. Filing Fee $ 20•00 Permit Fee $ S00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 3C In BUILDINGADDRESS E0114,T v Gn.. Energy Plan Checking Fee $ $ PERMIT FEE $ Inio LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF U Duplex ❑ Mobilehome ❑ Other FIRESPRIIIKL ERS >K SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel 13Ulilities 13Installation ❑ Other{'C-�yyvv Describe Work: FIRFSPRINc116 FOR 1iMt-009 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �r+ License Class //iw Lic. No. 3Q�a'-31li. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier _5?1V1r 100,U4zp Policy Number 2 72 LJAJ 2.!5 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 th se provisions. X � Date 4:7,41A d Signature of Applic t - ❑5 ner VoContractor ❑ Agent An OSHA OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service zoOA TO lOooA 46.00 NEW CONST. OWEWNG OCCUR SO OR ADDNS. a ACC. S.3.5¢FT. CONST. MULTI -OUTLET @7,50 JCUITS WER APPARATUS .10. LE OUTLET CIR. OUTLET OR FIXTURES 20 @ 1.00 �(, OCCU B .50 NS Ex. Occup. ounFrs R D.OFI EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE 109.10 HAz. D. FEES IMP FLooD :DF PARCEL PD HD ISSUE % This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date -: S PERMIT EXPIRES ON ' .J Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT f, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMITJ5 ASSESSOR PARCEL NUMBER 056-090-025 ZONING Tmr% BUILDING PERMIT OWNER SLATTERY MIKE TE NE 345-5509 SO. FT. OCC. BUILDING VALUATION 1425 2,280-00 owN �OSS P O.BX#3611 CHICO CA 95927 CONTRACTOR'S NAME FOX COMPANY TELEPHONE CONTRACTORS MAILING ADDRESS 3995 OLIVE HWY OROVIUE, CA 99966 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 35 In BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF W Duplex ❑ Mobilehome ❑ Other FIRESPRINKLERS SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 ater piping 15.00 ach as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ OtherX93 Describe Work: FIRESPRINKLERS FOR BP#01-0425 rGaspiping stem 1 - 5 outlets 15.00 uildin sewer 15.00 obile Home I S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600VOR UE Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions *Code, and my license is in full force and effect. License Class 016 Lic. No. 9Q3$�s 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. DW ELING OCCUP. OR ( 3.SQF°; corsr. MUL�Tcou�rLES. NON-RES,D. 97.50 PowER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES Ex. Occup.BAL � @ I'� @ .so Ex. Occup. oFurEi' R. D,oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier �9 7z_ 1J=U 0 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number 272 UN 20 (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 forthw'th comply with thipq provisions. XDate Signature of Applic t ❑ner Contractor ❑ Agen An OSHA permit is required fo excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE 109.10 TOTAL FEE $ , D rEEs IMP FLOOD I COF PARCEL PD HD ISSUE X This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By te PERMIT EXPIRES ONt#-5/__JC af ReceiptNo. 324546/$109.10 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT le_ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .h� 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7,541/ StRMIT No. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER • ZONINO - d & --Or!O —� pe 4`cNl BUILDINGPERMIT OWNER C TELEPHONE SO. FT. ,OCC. BUILDING VALUATION OWNERS VAJUNG ADDRESS cool ��7 CONTRALTO NA E ox .,Ir PERMIT FEE $ , TELEPHONE 27 Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ COIlTRACTORS MAN ADDRE ci Ro i� 96 I D. FEES IMP _ CONSTRUCTION LENDER I PO I HO _ Fireplace LENDER'S AWUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee , O'✓D ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee BUILDING ADDRESS c� Energy Plan Checking Fee $ .0 012 g S PERMIT FEE LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE � SF &� Duplex ❑ Mobilehomeg Other /'C/'C sa-f S SPECIFY Solar or heat um water heater 23.00 Water piping 15.0 Each gas water heater or vent 15.00 New ❑ Addition ❑ Remodel ❑ Describe Work: — s TYPE OF WORK Utilities ❑ Installation ❑ Other ❑ v Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ fr� u v/ ^ O (2� ELECTRICAL PERMIT Filing Fee 20.00 i Main Service zo noa�ss 23.00 it I - o'lo P -q Main bervice 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR3 5y, so OR ADONS. ( L ACC. SLOS. FT. NEW CONST. /r MULTI -OUTLET` /� NON.RESIO. \ BRANCH CIRCUIT, ) @7.50 EX. Occup. OUTLET OR FDCTURES BAL @ .50 EX. OCCU FD APPLNS. OR OUTLIXEETS RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities Misc. Wirinq 23.00 PERMIT FEE I $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling, Hood 6.50 Ventilation PERMIT FEE $ , Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP FLOOD I COF PARCEL I PO I HO I ISSUj This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do Wof,. indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Date �u rrdi'•.. ,+.. x. :. �� _._„� _;„�6;-�i,,..:�'. .a- . _,.,.�x"..;�,._ `t3��.i �: "lri�f '��L`� '� •° COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET Aa" /ids- ( OWNER: . �t 514.., f" ASSESSOR PARCEL NUMBER: Proposed Building Use: lire SDS Building Inspector: A /i Date: At t' 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 .---------------------------------------------------------------- 1.==----------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans- ---------------------------------------------------- 113. Complete plans, 3/4 sets, signed by the preparer of plans- --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ----- : 8. Hazardous Material Form---------------------------------------------------------------------------------" ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- 0 10. Fees of $---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. 1113. Flood elevation certificate. ------------------------------" ❑ 14. Sanitation and plot plan approval Health Department. 1115. City of Chico plumbing permit. --------------------------------------- ❑ 16" Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: _ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑ 20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 022. Workers' Compensation carrier and policy number. --------=------------------------------------------- 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- E124. ------------------------------ ❑24. Letter of signature authorization.-------------------------------------------------------------------------" ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- ❑26. Letter of intent on building use" ---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. --------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .-------- 1130. ------- ❑30. Other: (Date) you issuep-�„ ermit, process as follows ❑ Mail to owner, Mail to tractor. Telephone jam' and hold for pickup at (� `J' �f� office. el'v with inspector. 3q3 Applicant:alc.. Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, 13 Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer,,owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑. phone, ❑ mail, ❑ Building v' ion counter, by Date: Plans reviewed by: Date: Plans approved by: Date: - d Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: - Yellow Copy - Department of Development Services, Building Division. (j LAN REVIEW RESPOPM FORM In odder to expedite the review oftyplans, please complete the following info on and r+atucn this form with your m.4bmitti this form is not complete, as to all correction items. we will not be able to accept your resubmittal for review. There must be a response to every item requested in our plan eorroction letter. "By other' is not considered a valid response. please indices response to each item and the location wbere the information an be found on the plans/calcs. ATTACH THIS FORM TO A COPY Of YOUR PLAN REVIEW LETTER AND RETURN WITH REMISED AND ORIGINAL pLAJ4 ERS NAME DATE: d� % sS- tr ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: �1 P CHEC ITEM N RESPON E BY: LOCATION ON PLANS/CALCS: COrn M , eSS to Y 1 LOCATION ON PLANS/CALCS: r%i% PLAN CHECK ITEM 0 RESPO SE BY. LOCATION ON PLANS/CALCS: COMMENTS: u vi S OMMENTS: 'ONSE BY: a 'L S(- � ON PLANS/CALCS: LOCATION ON PLANS/CALCS: March 15, 2001 Mike and Adrienne Slattery P.O. Box 3611 Chico, CA 95927 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 056-090-085 Building Permit Number: 01-0425 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: qla Fire sprinklers are required for this house per the requirement on your recorded parcel map. ns for house and fire sprinkler system can only be issued concurrently. Please make application for your sprinkler system and provide two sets of fire sprinkler plans which have been prepared by a licensed professional (C-16 contractor). / Trusses must be revised to reflect a sprinkler load. Please resubmit two new sets of revised trusses. In addition, you will be building in an area of the county which can experience relatively high snow loads. It is our recommendation that your trusses and all headers be designed for these snow loads. Provide an erosion control plan for building and land disturbance. Submit two copies of this plan to the Land Development Department of Public Works located at 7 County Center Dr. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plari documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II 0 0 The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Complete and return your school impact fee form. 2. Balance of building permit fees is $870.00 3. Pay sheriff's fees of $360.00 4. Pay water Tender Fees of $200.00 5. SRA plan approval has not been received as of this date. 6. Health Department clearance for septic and well has not been received as of this date. 7. Provide a recorded copy of your Agricultural Acknowledgment Statement. Sincerely, Martha Whitney Plans Examiner PRC -ECT PROCESSING RFr.ORD APPLICANT: OWNER: PERMIT #: A. P. #: WORK DESCRIPTION: DATE DE CRIPTION OF STEP 574 l •O I �u�✓mi%7�Q, 1'' %l t/C. S rM�%� NOTES t f IA e""J-- P t. RESIDENTIAL Tj 56-90-85. H _�.__.�. OI -0425 , SLATTERY, MIKE AND ADRIENNE PO BOX 3611 CHICO I kZL Ccu;._ CONT: OWNER NEW S/F ►M I $ s p ✓� C" k.S.S � . Fi1Z6t_ SAniAl<<cbu oI-ll SPECIAL CONDITIONS CHECKED / BY �/ SRA F OD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS* — SUB -STANDARD HOUSING LETTER _ le7r06IF4P7 rya I Iaq,�-� - - -- DETACH FOR SERVING UTILITY Address GAS Date \Meter By ! ELECTRIC Meter By Date t t JOB FINALED (Date) _'? , 7 (3Z Signature Jw rIaL_')o_ �r ,A r } a r Fr 14 �l. n • �i '�I ri �r -a .ti {1s RESIDENTIAL Tj 56-90-85. H _�.__.�. OI -0425 , SLATTERY, MIKE AND ADRIENNE PO BOX 3611 CHICO I kZL Ccu;._ CONT: OWNER NEW S/F ►M I $ s p ✓� C" k.S.S � . Fi1Z6t_ SAniAl<<cbu oI-ll SPECIAL CONDITIONS CHECKED / BY �/ SRA F OD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS* — SUB -STANDARD HOUSING LETTER _ le7r06IF4P7 rya I Iaq,�-� - - -- DETACH FOR SERVING UTILITY Address GAS Date \Meter By ! ELECTRIC Meter By Date t t JOB FINALED (Date) _'? , 7 (3Z Signature Jw rIaL_')o_ V= OK r 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) MOBILE HOME INSTALLATION (Plans) OK except #'s 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Zoning Requirements -Setbacks -Easements 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L'ft./ PLPG Footings; Size -Spacing -Marriage Line 7. Well Clearance & Disconnect MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 8. Utility Clearance 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Card B-1 Date Card B-1 Date 7. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 9. 1. Zoning Requirements -Setbacks -Easements Roof; Shthg-Roofing 2. Footings; Size -Spacing -Marriage Line 12. 3. Gas; MH Test -Demand -Valve -Connector Elec.; Enclosures; Conduit Entries -Terminals -Listed 4. Electricity; MH Test -Crossovers -Breakers -Clearances Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 5. Drain; MH Test -Fall -Flex Connector Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 6. Water; MH Test -Regulator -Connector Health Department Approval 7. Water and Sewer Connected -C/O to Grade -HD Approval Plumb.; Cir. Test -Water Supply Test 8. Gas and Electricity Tagged Light Niche, 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Card B-1 Date Card B-1 12. Permanent Foundation Only; License Decal Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-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 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single Date Underfloor (Plans) OK except #'s oning- Setbacks- Easements- Flood- Slope Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 'B P' rs-Fireplace Ftg.-Steel (n _ (1 t rlj.4.V.; Fall- Fittinq-Test-2 Wav C/O -Sewer Test K F, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pipe; Test- Anchors- Req ulator-Service Test -WP ctric Underground P ums & Ducts; Ctearance-Material-Support-Ins. rders-Sills-Anchor Oolts-Joists- Vent s-Crippies Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17 ter Htr.; Vent -Access -Combustion Air Baffle Ofter Pipe; Test & Anchor -Nail Protection 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 Date 9) 1 --Card B-1 Date Card B-1 Date fCard B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s J` p u—(er 23. Fixture & Transformer Clearance -Ins. Protection 24F. Elec. Receotacles Soacina-Liahts & Switches at Doors Boxes & No. of Conductors 2 omex Installed Close to Edge of Studs & C.J. CV Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 2 Appliance Circuits in Kitchen & Conductor Size GFI 9. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al —39 --Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Cja) Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Rothes Closet Light -Shower Light -Spa Light _Z Smoke Detector E51erior Elec. Trim, G.F.I. Receptacle -Underground Date OoD Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date / `Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date RAMING (Permit) OK except #'s Proper Materials & Anchors Is Studs -Nailing Spacing & Braces -Plates -Sound aring Walls over Girders & Floor Nailing aft Stop in Walls (rat proof) 44' j(e Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 Headers & Beams -Size & Bearing & Duplex) Date FRAMING (Continued) 4 angers -Post Caps -Anchors -Connectors 4 )gling. Joist-Rftr. Ties- Purlin-Roft Brac.-Truss-Shting.-Rfng. 4_fireplace Ties or Type A Flue -Fireplace Throat Clearance K. tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions '�Fage Fire Protection Framing 5XProperty Line Firewall & Openings -6:1 Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits ,5A_-&4airs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer Mesh -Drip Screed -Fd. Vents- Underflr. ccess GI ing Area -Glass Protection -Skylight s- stic hear Walls; ailing -Bolts race Inte r/Exterior Wall Pane le 7Di/ Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date IM197 Card B-1 Do Card B-1 Date ril`r— Card B-1 ate Card B-1 Date FINAL (Plans) OK except #'s xt. Steps -Door & Sidelight Protection -Landings Smoke Detector .ra Furnace Vents -clearance -Comb, Air -Connector - n arage; Above Floor-Ducts-Mech. Protection 6 edroom Exiting F.I. & Bath Fixtures & Tub Access -Spa 2�41ec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails .v.@- place or Stove, Clearance -Hearth K4. Outlets at Wood Panel, Int. & Ext. t. Fixi. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter 73-1" age Fire Door; Swing -Landing -Closure C. Duct in Garage -Damper r. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Garage; Above Floor-Mech. Protection lb., Elec. & Mech. Equip. Listed for Location Jec. Receptacles in Garage (F.F.I.)-Romex Protection sulation-Foam-Looked in Attic yTiiard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Inslld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No _Z T cco Brown -Finish . Unit Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings er Well, Disconnect, Electrical, Plumbing E51erior Elec. Trim, G.F.I. Receptacle -Underground V ilation Throughout House ss Protection figool;l4ections from Previous Inspections Test -Meters Tagged, Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval rw E gy Compliance Certificate -Other Certificates Address Posted Date , and B-1 . Date Card B-1 Date 1'1 J Card B-1 Date Card B-1 Da Card B-1 Date Card B-1 Comments at Final: i0-11 OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION G 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 PERMIT NO. (Rev. 12/96) 5 APPLICATION AND PERMIT �� ASSESSOR PARCEL NUMBER ZON�INGG 115 BUILDING PERMIT OWNER MIKE AM ADRIPM SIATTERY TFAHON€+5W SO. FT. OCC. BUILDING VALUATION 1425 R 76 950.00 OWNERS MAILING ADDRESS PO BOX 3611, CHICO 95927 507 C 6,591.00 CONTRACTOR'S NAME OWER TELEPHONE I CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 133,541.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 567.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $368.90 BUILDING ADDRESS BCIJA MISSION Ener Plan Checking Fee $ Energy s 23.00 $ PERMIT FEE $ 979.40 LOT NO. 1 SUBDNIS IOIJgwa/!A 11 PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 U�S(EjOFSTRUCTURE SF;-❑ Duplex ❑ Mobilehome ❑ Other SPECIFY 7.00 •00 Each Trap (x Solar or heat pump water heater 23.00 Water piping 1 15.00 25.00 Each as water heater or vent 15.00 0Q TYPE OF WORK New ❑ZAddition ❑ Remodel ❑ Utilities ❑ InstBllation ❑ Other ❑ Describe Work: NEW S/F 3 BR Gas piping system 1 - 5 outlets 15.0015,00 Building sewer 15.00 Mobile Home S G W ' @20.00 PERMIT FEE $ 1JC►. ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200AORLESS 23.00 jj• LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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 Z+DA TO 46.00 CCU000A NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( s ACC. Bins. 3.5QFT: �• NON RESIp. ' MULTBRANCI.OUTLET @7.501 POWER APPARATUS b SINGLE Ou'LET CIR. .00 EX. OCCU . OUTLET OR FIXTURES SAL ®1.530 Ex. Occup. ourLEEDrs Aa p°FR.A. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ • MECHANICAL PERMIT Fling Fee 20.00 Heating • Cooling 5+ Hood 6.50 6.6U Ventilation f PERMIT FEt $ 65.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the ,workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. C-=•- -1 X 1, k V-_ ': Date ` t Signature of Applicant - ❑ Owner O' -Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction, of structures over 3 stories in height. t Mobile Home Installation Fee $ Energy Inspection Fee $ 4 33 occ t PE i TOTAL FEE $ 131y'"U HAZ. D. FEES I D ° F ARCEL P.M D tis UE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. Bye ' " t Date J •� "7 PERMIT EXPIRES ON ate Receipt No. 4/L/� 441f•�U /: IVAff 0l XIII&Ci0 WHITE-D.D.S.-B.D. CANARY -ASSESSOR (PINK -INSPECTOR GOLDENROD -APPLICANT ENERGY INSTALLATION CERTIFICATE Building Owner Building Permit # Building Location 92- FCC + DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material (� Thickness(inches) CEILING Batt or Blanket Type Thickness(inches) Ick _ Loose Fill Type Minimum Thickness (Inches) Area covered(ft.2) FLOOR, ELEVATED Material Thickness(inches) _ FLOOR, SLAB Material _ Thickness(inches) Width(inches) �~ FOUNDATION WALL Material------ Thickness(inches) aterial®Thickness(inches) Brand Name The -mal Resistance (R Value)__ Brand Name r l �N i V�:��/1 d 1� (,c Thermal Resistance(R Value) Brand Name1 G (w `� iF 1�A�/c Thermal Resistance(R Value) _ Brand Name . Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name ,Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) t I hereby certify that the above insula tion was installed in the above building, -is consistent with- approved building department--plans--and attachments and- con- forms with requirements of Chapter 2-53 of State of California Energy Requiremen FIRM NAS / W INER A44 SIGNATURE OF INST. LATION APkICATOR STATE CONTRACTOR'S LICENSE NO. �1 Z5 IQ Z_ DATE I hereby certify the required features, devices, and equipment, a5 shown on the approved Building Department plans and attachments have been installed and.conform to the appli- ance standards and Chapter 2-53 of the State of California Energy requirements. BUILDING CONTRACT OWNER OPlease Print) (FIRMN ) , ' ; ••,�,SIGNATURE OF BUILDING CONTRACTOR/OWNER HVAC FIRM NAME/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. SI z DATE STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF HVAC CONTRACTOR/OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 , , , , .. .. , , .. , 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 -2 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the r above a ess and should be corrected. Please notice this office when correction of work is h, comp) ed. If you have any questions pertaining to this matter, or need additional explanation, ' a� plea contact this office immediately. AP TN 42 a REV 10/92 .I' 9 % � -� ♦.I T t W �. G- , r o L, 4 ✓7 ' o �o S t.�-' C� w /l 4 O ►^ _ ru �o� ao 4-; - 5 k o :i y Date —, • � Z Inspector -.1 REV 10/92 Pff— '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 / o t NER PERMIT NO. L. 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, r please contact this office immediately. Date • ` Z)L- Inspectors REV 10192 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. 'Please notice this office When correction of work is completed. It you have any questions pertaining ;to this matter, or need additional explanation, please contact this office immediately. 19k to soy ,2,-.jel/ L � d Date "g A+ Inspector REV 10192 �rrrrr�rrrr 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 �l1Tl_n Ol - 0 0�24;7 O `1Nh�lER 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. Date �l d Inspector �( REV 10/92 C OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION o 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 RMIT NO. (Rev. 12/96) APPLICATION AND PERMIT/ ASSESSOR PARCEL NUMBER 056-090-085 ZONING TMH5Q BUILDING PERMIT OWNER MIKE AND ADRIENNE SLATTERY T -`S509 �P},} SQ. FT. OCC. BUILDING VALUATION 1425 R 76 950.00 .OWNERS MAILING ADDRESS PO RON 3611, CHICO 95927 507 C 6,591.00 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 83.541.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 567.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 22 ECUA MISSION Energy Plan CheckingFee $ 23.00 $ PERMIT FEE $ 979.40 LAT NO. 1 sUBD 'TI 8/50 1 11 U �AMF� LF C7 PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF )7 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 8 7-0056.00 Solar or heat pump water heater 23.00 Water piping 15.00 15 00 Each as water heater or vent 15.0015.00 TYPE OF WORK New ❑ XAddition ❑ Remodel ❑ Ublities ❑ Installation ❑ Other ❑ Work: NEW S/F 3 BR Gas piping system 1 - 5 outlets 15.00 Building sewer Mobile Home S G W t t15.00Describe PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service ".A RR 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.PSINGL 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 lOtaA 46.00SO W:L200A NEW coNST. owE.C. Occup. OR 3.5¢sFrD. 49 . Doi MI. UL"cTcou�TLSS. NON -REBID. @7.50 OUTLET COWER APPARATUS 6 E IR. OUTLET OR FaruREs Ex. Occup.BAL 20 Q 1.O0 o ,50 Ex. Occup. DurLEtDis PR I E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $92.90 MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling 5.00 Hood 6.50 6.50 Ventilation 1 4.50 4.50 PERMIT FEt $ 65.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the rs'compensation p visions of section 3700 of the Labor Code, I shall com lyithth s provisions. twilh 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 $ 46.00 3 Occ �TOTAL FEE $ 1319.80 ��70IMP X FLOOD X CDF X PARCEL X PD X HD X ISS This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have % By y:;j PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. �1y ate�c/ D fe ReceiptNo. 2 8.90 J WHITE-D.D.S.-B.D. CANARY -ASSESSOR I K -INSPECTOR G OD -APPLICANT C„®LINTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 C: unty Center Drive a Oroville, California 95965 a Telephone (530) 538-,7541_ _ . _ PERMIT NO. IRee.12 NO APPLICATION AND PERMIT ,�e,eew►,rx�ra,m.o� OSZ; — &XiO -00u �7- 2a-4 rl9715– -- r �� - v �r •• •- BUILDING PERMIT ori SO. FT. OCC. BUILDING VALUATION r , . ,., X07 Ex. Occup. ounsr oa Rnuao aarrr►acrorrs �"”` p� � ��=- a:i P , recto A"V o" Ex. Oceu ovnera ab. a 5.00 Temporary Service COhv%aCrw7 ,0014= 23.00 Mobile Home Facilities oo,.,,aucraow uooa 2.0.W Mist. Wiring Fireplace x3.00 eaooa�, Total Valuation = wV=Nm ucsrst"o. Filina Fee = 20.00 Permit Fee PERMIT FEE Jwc.+rRCT w BMs W►4 ACOMS Plan Checking Fee i23,1aT o70 i Energy Plan Checking Fee Energy Inspection Fea t 3 PERMIT FEE _ su°an°MIKUM j So, C, 8 S�S PAWAI MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex D AAobaehome ❑ Other Each Trap 7.00 Q� Solar or heat um water heater 23.00 Water i in 15.00 Each gas water heater or vent t 15.00 / TYPE OF WORK Addito❑ Roodd ❑ JlGs O Ineetr❑ Other ❑ 'r r a 7oe:ribo Work: 6 LE 6 e Gas piping "tam t - 5 outlets 15.00 / r e 9Ik&MX — Mobile Home ISIG W ®20.00 PERMIT FEE I L ELECTRICAL PERMIT I Filling Feol 20.00 Main Service x o0n iy 23.00 rJU m- u_:. e_�.f__ / ..,.... ♦n . 1 ww evil *PERMIT FEE PAID SRA -- SHERIFF OTHER AM®VNT RECEIVED RECEIPT NV AABER 01_� * TO BE PVT INTO COMPLITER cora .own' occur. ON SOON,. a ACC. SUDS. 3.5tR "oe.aaro. Paw FUM ' wuuw�nuer 07.S0 rowo� arreuu�ty, a Ex. Occup. ounsr oa Rnuao a:i P , recto A"V o" Ex. Oceu ovnera ab. a 5.00 Temporary Service 23.00 Mobile Home Facilities 2.0.W Mist. Wiring x3.00 PERMIT FEE S MECHANICAL PERMIT HeatingJ Cooling Hood Ventilation Fling Foe 20.00 li.50 e .Sa .0 PERMIT FEE ti ' Mobile Home Installation; Fee i Energy Inspection Fea t 47 -Ir CONC�%� TOTA FEE $ r COr ro This p,rmit Is hereby Imed under the app?a le provisions of the Butte County Code and/or Rewfutions to do work Indicated cbove for which lees have been paid. By PERMIT EXPIRES ON Date ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` itounty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541�JPERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT �L-- �162d ASSESSOR PARCEL NUMBER 056-090-085 ZONING TM 5 BUILDING PERMIT OWNER MIKE & ADRIENNE SLATTERY TELEPHONE 343-5509 SO. FT. OCC. BUILDING VALUATION 1 9425 R 76,990-00 . OWNERS MAILING ADDRESS P.O. BOX 3611 CHICO CA 9592707 C 6 591.00 CONTRACTOR'S NAME 0 W LVJ:,L\ TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permlt Fee $ 567.50 S ARCHITECT OR ENGINEERMAILING ADDRESS Plan Checking Fee $ 368. 90 BUILDING ADDRESS ECUA MISSION CHICO CA LOT D Energy Plan Checking Fee $ 23-00$ PERMIT FEE S979-40 LOTN�). 1 SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTUR SF Cy, Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 1 15.00 Each gas water heater or vent1 5.00 7.00 TYPE OF WORK New EX Addition ❑ Remodel ❑ Ulilides 11 Installation ❑ O\13 Describe Work: NEW SZE Gas piping stem 1 - 5 outlets 1 5.00 Buildingsewer 15.007.00 Mobile Home I S I G W @20.00 PERMIT FEE $ 129,00 ELECTRICAL PERMIT Fling Fee 20.00 OOVR UEMain 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 C C 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 51__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 tom► TO 46.00 NEW CONST. DWELLING OCCUCCUP. OR ADDNS. ( a ACC. BLOS. SO 3.5¢x; IN.p1�R.,. MULTI.OUTLET @7,50 POWER APPARATUS a SINGLE ounET CIR. OCCU . OUTLET OR FDRURES B20 @ 1.00 Ex. ccu . uT ED s F1 OEA 5.00 Tem ar Service 23.00 Mobile me Facilities 20.00 Misc. Wiri 23.00 PERMIT FEE S 92, WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation Of one hundred dollars ($100) or less.) �1 certify that in the performance of the work for which this permit is issued. I shall 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 s' co pen tion provisions of section 3700 of the Labor Code, I shall th c ly w h those provisions. X Date �^ t Signature of Applicant - O e ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANIC L PERMIT Fling Fee 20.00 Heating 1 115.00 Cooling 1 15.00 Hood 6.50 Ventilation PERMI Et $ 56.50 Mobile Home Installation Fee N $ Energy Inspection Fee $ 46.00 Occ CONST. TYPE HAZ. ETOTALEEnot CDF ARCEL in ISSUE This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON (Date) provisions to do work paid. ReceiptNo. 314727 / 448-90 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ` -COUNTY OF BUTTE - DEPARTMENT'OF DEVELOPMENT SERVICES - BUILDING DIVISION `'�ounty Center Drive - Oroville, California 95965 - Telephone (530)-538-7541 ' `PERMIT No. (Rev. 12/96) w APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 056-090-085: ZONING TMS 5 BUILDING PERMIT OWNER MIKE & ADRIENNE SIATITRY TELEPHONE ' - 343-5509 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS P.O. BOX 3611 CHICO CA 95927 507 C 6.591.W CCO�ON�''�TTR77AAC�CTTpOR'S NAME LJYIINM TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER 1 Fireplace LENDER'S MAULING ADDRESS Total Valuation $ 83 54 .00 ARCHITECT OR ENGINEER LICENSE NO. ' $ 20.00 -FilingFee Permit Fee $ 567.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS ,� EWA MIb`hM CHI CA LAT D Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 979.40 LOT IJP. 1 SUBDIVISIONS NAME PARCEL MAP i PLUMBING. PERMIT Fling Fee 20.00 USEOFSTRUCTUR SF CK Duplex ❑ Mobilehome ❑ Other SPECIPv Each Trap 7.00 ! Solar or heat um water heater 23.00 Water piping 1 15.00 Each gas water heatertor vent 1 15.00 TYPE OF WORK New OS7 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑Ofh ❑ Describe Work: NW SIF Gas piping system 1 - 5 outlets 15.00 7-00 Buildin sewer 1 15.00 7.00 Mobile Home I S I G I W @20.00 PERMIT FEE S 129.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service z*.A OR IESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapt 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 551. 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 ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor. Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance,'as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit Is for work of a valuation of one hundred dollars ($100) or less.) �I certify that in the performance of the work for which this permit is Issued, I shall not employ any person In any manner so as to become subject to, workers' compensation laws of California, and agree that if I should become subject to the y✓orkers' co pens tion provisions of section 3700 of the Labor Code, I shell with co .ply wi h those provisions. X �. Date O Signature of Applicant - `03v ❑ Contractor ❑ Agent - An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Service poA To Io�A 46.00 ONST. DWELLING OCCUP. DNS. ( a ACc. BLDS. LE SO 3.50 (L °� oT' MULTI-olmEr 97,50 BRANC POWER APPARATUS a SINGLE OUTLET CIR. . OCCU OUTLET OR FIXTURES B20 @ I.00 FIXED Ex. ccu Un is RX6.) E 5.00 Terril"kary Service 23.00 Mobile me Facilities 20.00 Misc. Wiri • 23.00 PERMIT FEE $ 92.90 MECHANIC L PERMIT Fling Fee 20.00 Heating 1 115.00 15.00 Cooling 1 15.00 15.00 Hood 6.50 6.50 Ventilation PERMI Et $ 56.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46 00 Occ CONS TYPE TOTAL FEE HA2. D. FEES IMP FLOOD COF ARCEL Po HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Da te Receipt No. 314]2] I LtL�R _ • ' # ' r ' + " WHITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �k uCOUN�Y OF BUTTE.- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7'County Center Drive Oroville, California 95965 •Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER,� 056-O�+L —00 ZONIN+�G til 5 BUILDING PERMIT 21ktz AD -21U-1,2 SLATMY TESM5509 SO. FT. OCC. BUILDING VALUATION 44) �L7�,Jf�• VV OWNERS MAXADORES$ r.u. x �a11 Cusco, CA 95927 It. Cf/O,rRA��C,, TLLOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ b.JV5Q. IUV ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 557. _50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ JW. Vu BUILDING ADDRESS MI,& N VC1ICO, Im Energy Plan CheckingFee $ 23.00 $ PERMIT FEE S 9/9-4U Lor Ni SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF OR Duplex ❑ Mobilehome ❑ Other PECIFY Each Trap 7.00 7 U Solar or heat pump water heater 23.00 Water piping 1 15.00 • O Each as water heater or vent 15.00 /. •v TYPE OF WORK New ❑� Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 13 Describe Work: IMI S/F Gas piping system 1 - 5 outlets 1 15.00 .I j Building sewer 1 15.00 •l.0 Mobile Home ISI GI W1 1@20.00 PERMIT FEE $ 129.W ELECTRICAL PERMIT Fling Fee 20.00 R LES Main Service 20 A OR LESS 23.00 L • LICENSED CONTRACTOR'S DECLARATIONMain I hereby affirm under penalty of perjury that I am licensed under provisions of Chapte 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 'G, 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for thisPERMIT reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) -0 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 cc " ply with those provisions. ' ! X , , �, L. A...1 Date ,° �.� l Signature of Applicant: `® Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Service POA TO 1000A 46.00 NEW CONST, DWELLING OCCUR SO �( r OR ADDNS. ( 3 ACC. BUDS. 3.5¢FT. +• + tNdO�RESID. T.MULTI.OUTLET @7,50 POWER APPARATUS S SINGLE OUTLET CIR.Occu OUTLET OR FMRES 20 ® 1.000 B Ex. ccu OXTS Aa D.DEA 5.00 Temp%lary Service 23.00 Mobile NQme Facilities 20.00 Misc. Wiring 23.00 FEE $ y�• �U MECHANI L PERMIT Fling Fee 20.00 Heating �•�'U 1 •�'� Cooling M.UU Hood 1 6.50 O•�� Ventilation , " �* PERMIT, FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ 4U X occ CONST. TYPE TOTAL FEE,, ,,$ a 303. GO HAZ. D. FEES IMP I FLOOD CD PARCEL PD HD SSUE This permit is hereby issued under of the Butte County Code and/or Indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. �c�ru•w WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 6CCOUN,TY OF BUTTES DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 �ounty Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT , ASSESS61;;R EL UMgEp � ZONIN,m 5 BUILDING PERMIT OWNER ri.I.c�E & AYDRI�+T/E�(]SyLyA�'£i�^RAY(� TELEP ONE :�:5-5509 SO. FT. OCC. BUILDING VALUATION y v i L< .�' • — OWNEAS MAIou Q r. u. M► .�0f 1 CICO, CA 3�7�� Y • W 50 F591.w CONTRACTORSCTORNAME ��*t TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ^. Total Valuation $ 63,54 •u► ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ d • �)% ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ • SUILDINGADDRESS IM CKQ),\CAD EMA Energy Plan Checking Fee $ �• $ PERMIT FEE $ LOT NO. NJ. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USE OF STRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 . Solar or heat um water heater 23.00 Water piping i 15.00 /.iiU Each es water heater or vent 15.00 /.UV TYPE OF WORK New DY Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Oth ❑ Describe Work: M S/F i Gas piping stem 1 - 5 outlets 15.00 . V_ U_ Buildingsewer 15.00 7%00 Mobile Home I S I G W @20.00 PERMIT FEE S �•� ELECTRICAL PERMIT Fling Fee _?0.00 OOOVR UEMain Service zoOA OR LESS 23.00 A ' VV LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapte 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.8 License Class Lic. NO. -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 0,,, 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'J.w compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit Is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ,0 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 i Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent -y An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over_3 stories in height. Main Service TO 46.00So WEE200A CCU000A NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. .�.SQFT. I.10" N-= MULTI -OUTLET - @7.50 SIPONGLE OllRE7 CIR.WER APPARATUS Ex; Occup. OUTLET OR FIXTURES SAL @ ':50 OWNER Ex. Occu . ovn�TS aM.) EA 5.00 Teml3orary Service 23.00 Mobile me Facilities 20.00 Misc. Wiri 23.00 PERMIT FEE $ +' 01J#V MECHANI2eL PERMIT Fling Fee, 20.00 , Heating L 14. VV A.J•%A Coolin , tJ•'J1 Hood 6.50 Ventilation PERM T FEIE $ Mobile Home Installation Fee' $ Energy Inspection Fee \ $ - occ CONST. TYPE TOTAL FE `$ 1,303.80 Haz. D. FEES IMP FLOOD A, CD�� PARCEL PD HD ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Data Receipt No. �`~��• J �v• WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT TO: Building Department FROM: Environmental Health Sl112JECT• Sanitation Clearance E.H. US ONLY an Attochod F , Pion*Att hod L Sontto 8.0. -VY Owner ocation AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private Well X Clearance for-dw,elli�T. Other v h.,,,- . Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date ^„�4..t.v"i�Si�:r.-,..:�A�"F►.px'4�"e*-"'r�'.',',- ti.i %f �.;-�v�.Sv'Y�;M` n+9�t;i.: ,�-�. �.. ;..., �.�w.f��s.-��...,,��_• �a_...� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 -� PE"IT"PLICA TION DAA SHEET OWNER: cr,6#77 /C T ASSESSOR PARCEL NUMBER: Proposed Building Use: /--k-1� Building Inspector: L � Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted --------------------------------------------------------------------------------------- . . Plot plans, 3/4 sets, signed by the preparer of plans. -------------1----,-,------ ---------------------- 0 ---- - --- ----------- A �/t A. Complete plans, 3/4 sets, signed by the preparer of plans. V 04 Engineered Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ Ivta6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- D 8. Hazardous Material Form.------------------------------------------------------------------------------------------ actured Home data and installation ins ctions including Tie Down Specifications ------------------- of$ - _---------------------------------------------------------------- ImpactAees as shown on the attached schedule. ------- California Department of Forestry plan approval/fees. hod elevation certificate. ---------------r - ---------------------------- anitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. ' PS . 01 ❑ 1,911r-jp4an and business license approval from the City of Biggs. ---------------------------------------------- anning approval for (A) Use: (B) Parking: -------------------------- 8. 8. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). El 20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑22. Workers' Compensation carrier and policy number.-----------------------------------------------------------, 23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑)-______________________________________ — letter of signature authorization. -------------------------------------------------------------------------------- .Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- (Date) 433 A,.D ant Deed, ❑ M.H. Title, ❑ Check to H.C.D $--------------- ther: l re—SYJY I n IC e��------- When you issu ee ermit, ocesss as follows C3 Mail to owner, ❑/ o a' to ontractor. ❑Telephone �J — ( and hold for pickup atl/ C/ offr . O � e -ver with inspector. � - I Applicant: cM Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑Air Pollution Date: By:I 4f 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: r �C Contractor, designer, owner, was advised of the aboxrequired 8ata b ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above -required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: (V\ --J0 reviewed by: (V�,p Date: 3. 1,5 0 1 Plans approved by: � Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. , Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER / PRO OSED BUILDING USE ` ' 1. BUILDING PERMIT FEES _70' / --Balance Due ........................................................ $ ` --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ Revised Plan Checking Fee ....................../...?...... $$ J . 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ —x—=$ # Units Amt. Commercial (Sq. ft.) ............. X_=$ Sq. ft. , Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES I / $510.00 (paid at Building Division) l� 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE OWN _­g�Agftuvm At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed 4uring the gla^n chpcking process. APPLICANT DATE^S —� Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) 11i7 -i At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed 4uring the gla^n chpcking process. APPLICANT DATE^S —� Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM n /1 (One form per Building) School District O J r Lx� Building Department No. A.P. Number Juriadiaion: City ®County . Property Owner Property Location/A4 .• Subdivision Residential Development (LTJ No of Living Mobile Home Units Installation i ,�J'...r,CommerciaUjndustrial( ` tls , %4 J•, Nevi Addition k Building Department Lot No. .... -.._._............... _......................................... , �c�5 Sq. Footage Addition/ 'Supplemental to (Group R) Conversion Permit p '_. '(No foundation inspection): _................................................. ....................................... 'J4 t3 S a q, Y, •i S.q.FFootage f k r (Including Exterior Pr faA Araa % Date v Irroor vans reviewed oy scnooi uistnct rersonneii District Identification No. A �1 M1 School District certifies that d (Applicant) • t� � 1 (Street Address) (Phone Number) (City) has complied with the requirements of Resolution No. representing < N — . Q square feet. School District Representative Paid by Check #� Remarks: (State) jZip Code) W7-00- �'f / 7 — O t/ by payment of $ / a� u2826 $ uLL MITIGATION $ ���j} is � k t. x ! t � P�v.J• Q /// Date r 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 660201a), 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 Suite County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school, district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm N 51a—Iter� O <-� L5j e4 STRUCTURAL DETAILS: Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2: Standard bracing or engineered design (Uniform Building Code sedtion 2320.11.3). 3. Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. 5. - Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. 10. Fiieplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). 1.3. _Stud heights. 14. Expansive soil — special foundation design required. 15. Retaiining walls requiring design. 16: Special Inspection requirements. .17. Header sizes.. 18. Gypsum wallboard nailing inspection required. CELLANEOUS ITEMS: tairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006): } ardrails (Uniform Building Code section 509). Bnck or stone veneer (Uniform Building Code section 1403). Exterior plaster— weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). - C- -.. -f govering type —' (fire hazard). Foa_n insulation - protection. ,836" halls and stairways (Uniform Building Code section 1004.3.3.2). — story dwellings (Uniform Building Code section 1004.2.3.2). Two. exits on three , Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). 2',Combustion air for fuel burning appliances — LPG req*meats. -3. Sound requirements.M. . Energy design compliance and supporting documentation. Flashing at all exterior openings. 6 CDF responsible area requirements. 7. Building PMrT ents: 17.1. 17.2. Flood elevation certificate. 17.3. ire Sprinklers required . 17.4. Special Inspection requirements. 17.5. ` : Use Permit conditions. '. 17.6. Sub -Standard Housing letter. Page 2 of 2 RESIDENTIAL PLAN REVIEW GUIDE - . -SINGLE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: o� �Q-�f�� Building Permit Number: Plans Examiner: 61� A P. Number: �5 (P _ 6174 GENERAL: Zoning requirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. Proper description of work. on the application. 6Y. Existing violations on the property. Recorded notice of violation. PLOT PLAN: �! Complete parcel size and dimensions. Setbacks, side yard, easements, Etc. ,-3' Other buil ' ..1 P (Gt�•� Prading, fillsand/o To U i Gtr W.&Yo S'lon �m lood hazard � pecial conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage ees).... ;"! FAU & FAS road setback. X! Building or utilities across lot lines (record form). FLOOR PLAIN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 2'. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3! Egress windows (Uniform Building Code section 310.4). 'A.' Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). X' Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). f�: Prohibited locations of gas heating equipmenf(Uniforin Mechanical Code 304.5). Garage fire«all separation - required on garage side including supporting walls'and posts (Uniform Building Code section 302.4 exception #3). J.Y. Yood store location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). � oke detectors (Uniform Building Code section 310.9.1). Nater closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 0 Page 1 of 2 0 ' TABLE OF CONTENTS TOC Project Title.......... MIKE & ADRIENNE SLATTERY Date..01/04/80 07:52:50 Project Address........******* ------------ - - Cu**SSE|, CH. 95973 *v5.10* | | Documentation Author... Barry Rubanoff ******* | Building Permit # | Endeavor Homes � | P.O. Box 1947 | Plan Check / Date � Oroville, CA 95965 | | 530-534-0300 1 Field Check/ Date | Climate Zone........... 11 --------------------- ( � Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. =============================================================================== | MICROPAS5 v5.10 File-SLATTERY Wth-CTZ11S92 program -TOC \ \ User#-MP1829 User -Endeavor Homes Run-SLATTERY | _______________________________________________________________________________ TABLE OF CONTENTS ------------------- Report ________________ Report Page FORM CF -IR ... .............. 1 FORM MF -1R................ 4 FORM C -2R .............. ^.. 7 HVAC SIZING............... 11 � BmU'01LD1N,-Q DEPTIM only) ~ � / CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -.F Project Title.......... MIKE & ADRIENNE SLATTERY Date..01/04/80 07:52:5( Project Address........ ******* COHASSET, CA. C*. 959/Z *v5.10* � Documentation Author... Barry Rubanoff ******* | Building Permit # Endeavor Homes | P.O. Box 1947 | Plan Check / Date Oroville, CA 95965 | 530-534-0300 | Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. | MICROPAS5 v5.10 File-SLATTERY Wth-CTZ11S92 Program -FORM CF -1R | | User#-MP1829 User -Endeavor Homes Run-SLATTERY | ------------ 7 --------------------------------------------------------- _......... GENERAL INFORMATION ___________________ Conditioned Floor Area..... Building Type.............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Component Type ------------ 1425 sf Single Family Detached New Front Facing 101 deg (E) 1 1 Raised Floor 11.9 % of floor area 0.57 Btu/hr-sf-F 0.66 8.5 ft BUILDING SHELL INSULATION _________________________ Frame Cavity Sheathing Total Assembly Type R -value R -value R -value U -value Location/Comments _______ ________ ________ _______ _______ -------------------------- Wall _______________________ Wall Wood R-17.8 R-0 R-17.8 0.064 Roof Wood R-30 R-0 R-30 0.038 Attic Floor Wood R-19 R-0 R-19 0.039 CRAWL Door n/a R-0 R-n/a R-0 0.330 ENTRY DOOR, SIDE DOOR REAR DOOR FENESTRATION ____________ Over - Area U- Interior Exterior- hang/ Orientation ____________________ (sf) _____ ______ Value SHGC Shading ______ Shading Fin Window Front (E) 20.0 0.510 _______________ 0.650 Standard ______________ Standard -------- ____Window Yes Window Front (E) 20.0 0.510 0.650 Standard Standard Yes Window Front'(E) 20.0 0.510 0.650 StandardStandard Yes Window Window Front (E) Left (S) 12.0 16.0 1.400 0.510 0.730 Standard 0.650 Standard St t. Yes Window Back (W) 24.0 0.510 0.650 Standard il 7;,r,,1!(J Yes Window Back (W) 4.0 0.510 0.650 Standard Window Back (W) 24.0 0.510 0.650 Standard hes Window Right (N) 15.0 0.510 0.650 Standard ''tVPd Yes to CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R =============================================================================== Project Title.......... MIKE & ADRIENNE SLATTERY Date..01/04/80 07:52:50 � MICROPAS5 v5.10 File-SLATTERY Wth-CTZ11S92 Program -FORM CF -1R | | User#-MP1829 User -Endeavor Homes Run-SLATTERY � _______________________________________________________________________________ FENESTRATION ____________ Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC _Shading Shading Fins ____________________ _____ ______ ______ _______________ ______________ ------- Window ____Window Right (N) 15.0 0.510 0.650 Standard Standard Yes HVAC SYSTEMS WATER HEATING SYSTEMS Number. Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ____________ ___________ ___________________ ______ ________ ______ __________ Storage Gas Standard 1 0.62 40 * R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ------------------------------------------- Items ________________________________________Items in this section should be documented on the plans, *** *** installed to manufacturer and CEO specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS ` Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type ---------------- Efficiency ------------ Location ------------ R -value Leakage Manual D Type Furnace 0.800 AFUE Crawlspace ------- 0-4.2 -- W ------ No --------- No ---------- Setback ACPackage 10.00 SEER Crawlspace R-4.2 No No Setback WATER HEATING SYSTEMS Number. Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ____________ ___________ ___________________ ______ ________ ______ __________ Storage Gas Standard 1 0.62 40 * R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ------------------------------------------- Items ________________________________________Items in this section should be documented on the plans, *** *** installed to manufacturer and CEO specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS ` CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -11:; =============================================================================== Project Title.......,.. MIKE & ADRIENNE SLATTERY Date..01/04/80 07:52:5{ =============================================================================== | MICROPAS5 v5.10 File-SLATTERY Wth-CTZ11S92 Program -FORM CF -1R | | User#-MP1829 User -Endeavor Homes Run-SLATTERY | ---------------- 7_____-_______________________________________________________- COMPLIANCE STATEMENT ----------------------- This ___________________ This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. Name.... Company. Address. Phone... License. Signed.. Name.... Title... Agency.. Phone... Signed.. DESIGNER or OWNER MIKE & ADRIENNE SLATTERY OWNER/BUILDER P.O. BOX 3611 CHICO, CA. 95927 1-530-343-5509 ENFORCEMENT AGENCY (date) (date) DOCUMENTATION AUTHOR Name..., Barry Rubanoff Company. Endeavor Homes Address. P.O. Box 1947 Oroville, CA 95965 Phone... 530-534-0300 Signed.. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R =============================================================================== Project Title.......... MIKE & ADRIENNE SLATTERY Date..01/04/8' 07:52:50 Project Address........ ******* --------------------- ' COHASSET, CA. 95973 *v5.10* | � Documentation Author... Barry Rubanoff ******* | Building Permit # | Endeavor Homes | | P.O. Box 1947, | Plan Check / Date | Oroville, CA 95965 | | 530-534-0300 | Field Check/ Date � Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. =============================================================================== i MICROPAS5 v5.10 File-SLATTERY Wth-CTZ11S92 Program -FORM MF -1R \ | User#-MP1B29 User -Endeavor Homes Run-SLOTT ERY | Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is ncorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce -- EA TI ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R --Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative and Gas Logs 1. Masonry and factory -built fireplaces have to Ga � MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1F =============================================================================== Project Title.......... MIKE & ADRIENNE SLATTERY Date..01/04/80 07:52:5[ =============================================================================== � MICROP AS5 v5.10 File-SLATTERY Wth-CTZ11S92 Program -FORM MF -1R | � User#-MP1829 User -Endeavor Homes Run --- SLATTERY | a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES _..... ... _____________________________________________________ Design- Enforce- er tri ent 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance ------ ----- with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or --- � ----'-- cooling systems. 150(j): Pipe and Tank insulation -----' ----- 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank non - recirculating systems, insulated (R-4 or greater).' 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans ----' ----- 1. Al). ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1.997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or, other duct closure system that meets the applicable requirements of UL181, UL181A, or UL -101B, and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have eithi�:r automatic or readily accessible, manually ope/`ated dampers. 114: Pool and Spa Heating Systems and Equipment ----- ----' 1. System is certified with 78% thermal efficiency, switch, weatherproof operating instructions, n resistance heating and no pilot light. R41� 2. System is installed a. At least 36 inches of pipe between filter ar ^+ for future solar heating. m �� MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -11' Project Title.......... MIKE & ADRIENNE SLATTERY Date..01/04/80 07:52:0 | MICROPAS5 v5.10 File-SLATTERY Wth-CTZ11S92 Program -FORM MF -1R | User#-MP1829 User -Endeavor Homes Run-SLATTERY _______________________________________________________________________________ b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ------------------ 150(k)l: ________________ 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. / d_ Design- Enforce- er ment COMPUTER METHOD SUMMARY Page 7 C -2R =============================================================================== Project Title.......... MIKE & ADRIENNE SLATTERY Date..01/04/80 07:52:50 Project Address........ ******* --------------------- COHASSET, CA. 95973 *v5.10* | | Documentation Author... Barry Rubanoff ******* | Building Permit # | Endeavor Homes | | P.O. Box 1947 | Plan Check / Date 1 Oroville, CA 95965 | \ 530-534-0300 \ Field Check/ Date | Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. =============================================================================== | MICROPAS5 v5.10 File-SLATTERY Wth-CTZ11S92 Program -FORM C -2R | | User#-MP1829 User -Endeavor Homes Run-SLATTERY � _-__________________________________________________________-__________________ ============================ MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = = (kBtu/sf-yr) = _______________________ __________ Design Design __________ Margin = __________ = = Space Heating.......... 15.14 14.91 0.23 = = Space Cooling.......... 17.28 12.44 4.84 = = Water Heating.......... = 16.34 ________ 13.63 ________ 2.71 = ________ = = Total 48.76 40.98 7.78 = = = = *** Building complies ================================================================= with Computer Performance *** = GENERAL INFORMATION Conditioned Floor Area..... 1425 sf Building Type.............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 101 'deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 12160 cf 0 sf 11.9 % of floor area 0.57 Btu/hr-sf-F' 0.66 8.5 ft COMPUTER METHOD SUMMARY Page 8 C -2F =============================================================================== Project Title.......... MIKE & ADRIENNE SLATTERY Date -01/04/80 07:52:0. � MICROPAS5 v5.10 File-SLATTERY Wth-CTZ11S92 Program -FORM C-21:1 | | User#-MP1829 User -Endeavor Homes Run-SLATTERY | _______________________________________________________________________-______- Zone Type -------------- HOUSE Residence BUILDING ZONE INFORMATION -------------------------- Floor ________________________Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit _____ _______ _____ _______ ___________ _____ ________ ------------ 1425 ________ 1425 12160 1.00 Yes Setback Area Orientation (sf) ______________________ ----- HOUSE . � wzndow - Standard No Form 3 Location/ Reference Comments _ ____________ _______________ W.19.2X6.16 W.19.2X6.16 W.19.2X6.16 W.19.2X6.16 W.19.2X6.16 R.30.2X4.24 Attic R.30.2X4.24 Attic FC.19.38X9.4 CRAWL None ENTRY DOOR None SIDE DOOR None REAR DOOR FENESTRATION SURFACES --------------------- U- Act Exterior Shade Interior Shade Value SHGC Azm Tilt Type/SHGC Type/SHGC _ _____ _____ ___ ____ ______________ _____________ Window OPAQUE SURFACES Area U- _ Insul _____________ Act _ Solar Surface ______________ (sf) ______ value R-val Azm Tilt Gains HOUSE _____ _____ ___ ____ ----- 1 Wall 308 0.064 17.8 101 90 Yes 2 Wall 231 0.064 17.8 191 90 Yes 3 Wall 330 0.064 17.8 281 90 Yes 4 Wall 198 0.064 17.8 11 90 Yes 5 Wall 39 0.064 17.6 11 90 No 6 Roof 889 0.038 30 n/a 0 Yes 7 Roof 536 0.038 30 101 12 Yes 8 Floor 1425 0.039 19 n/a 0 No 9 Door 20 0.330 0 101 90 Yes 10 Door 20 0.330 0 191 90 Yes 11 Door 18 0.330 0 281 90 Yes Area Orientation (sf) ______________________ ----- HOUSE . � wzndow - Standard No Form 3 Location/ Reference Comments _ ____________ _______________ W.19.2X6.16 W.19.2X6.16 W.19.2X6.16 W.19.2X6.16 W.19.2X6.16 R.30.2X4.24 Attic R.30.2X4.24 Attic FC.19.38X9.4 CRAWL None ENTRY DOOR None SIDE DOOR None REAR DOOR FENESTRATION SURFACES --------------------- U- Act Exterior Shade Interior Shade Value SHGC Azm Tilt Type/SHGC Type/SHGC _ _____ _____ ___ ____ ______________ _____________ �ront (E) 20.0 0.510 0.650 101 2 Window Front (E) 20.0 0.510 0.650 101 3 Window Front (E) 20.0 0.510 0.650 101 4 Window Front (E) 12.0 1.400 0.730 101 5 Window Left (S) 16.0 0.510 0.650 191 6 Window Back (W) 24.0 0.510 0.650 281 7 Window Back (W) 4.0 0.510 0.650 281 8 Window Back (W) 24.0 0.510 0.650 281 9 Window Right <N> 15.0 0.510 0.650 11 10 Window Right (N) 15.0 0.510 0.650 11 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 Window 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Minimum Duct Duct Tested Duct ACCA Duct Page 9 Efficiency Location C --21=c Project Ti.tl.e.......... Manual MIKE & ADRIENNE SLATTERY Date..01./04/80 07o52a50. 0.800 AFUE:: 1 M.T.CROPAS5 v5.10 Fi le-SLATTERY Wth-CT7.1.1.S92 Program --FORM C -2R Crawlspace R-4.2 --------------------------------------------------------------------------------- No U::aer#-MP1.829 User -Endeavor Homes I"tun -SLA fTERY 1 Number Tank: Emternal. OVERHANGS AND SIDE FINS Energy Size Insulation Tank: Type Heater Type Distribution Type- System Factor ---Window --- ----------------------- ------ Overhang...._.__._...- ...---.....Luft Fin --- ---...-Right Fin........_ Area Left Rght Surface (sf) 1ddth Hgth Dpth Hght Eat Ext Emt Dpth Hght Ext Dpth Hght HOUSE 1 Window 20.0 5.0 4. U 8.5 0.25 n/a n/a n/a n/a n/a n/a n/a n/a Window 0.0 5.0 4.0 8.5 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window ; 0.0 5.0 4.0 8.5 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 12.0 4.0 3.0 8.5 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 16.0 4.0 4.0 8.5 0.25 n/a n/a n/a n/a n/a n/a n/a n/a b Window 24.0 6.0 4.0 2.5 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 4.0 4.0 1..0 2.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 24.0 6.0 4.0 2.5 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window r..:� 1.:.. c_� {.. �_� 11 4. _ ;-i . 5 .-. 0. 2 c� i n� a i r�� a i n� a i n; t� t n: a n/a n/a n/a 10 Window 15.0 4.0 4.0 2.5 0.25 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS EMS SPECIAL FEATURES AND MODELING ASSUMPTIONS ------------------------------------------ Items in this section should be documented on the plans, # installed to manufacturer and CEC specifications, and � x verified during plan check: and field inspection. This building incorporates non" -_standard Duce:; Location. REMARKS Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Furnace 0.800 AFUE:: Crawls>pace R-4.2 No No 0.74C ACPack:age 10.00 SEER Crawlspace R-4.2 No No 0.674 WATER HEATING SYSTEMS ------------------------ Number Tank: Emternal. in Energy Size Insulation Tank: Type Heater Type Distribution Type- System Factor (gal.) R --value 1 Storage Gas Standard 1 G.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ------------------------------------------ Items in this section should be documented on the plans, # installed to manufacturer and CEC specifications, and � x verified during plan check: and field inspection. This building incorporates non" -_standard Duce:; Location. REMARKS COMPUTER METHOD SUMMARY Page 10 C- ' =============================================================================== Project Title.......... MIKE & ADRIENNE SLATTERY Date..01/04/80 07:52:5{ =============================================================================== | MICROPAS5 v5.10 File-SLATTERY Wth-CTZ11S92 Program -FORM C -2R | | User#-MP1829 User -Endeavor Homes Run-SLATTERY | _______________________________________________________________________________ REMARKS HVAC SIZING Page 11 HVAC =============================================================================== Project Title.......... MIKE & ADRIENNE SLATTERY Date..01/04/80 07:52:50 Project Address........ ******* --------------------- COHASSET, CA. 95973 *v5.10* | \ Documentation Author... Barry Rubanoff ******* \ Building Permit # | Endeavor Homes | � P.O. Box 1947 | Plan Check / Date | Oroville, CA 95965 � | 530-534-0300 1 Field Check/ Date 1 Climate Zone........... 11 ------------------------- Compliance -------------------�Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. =============================================================================== | MICROPAS5 v5.10 File-SLATTERY Wth-CTZ11S92 Program -HVAC SIZING | | User#-MP1829 User -Endeavor Homes Run-SLATTERY | _______________________________________________________________________________ GENERAL INFORMATION Floor Area................. 1425 sf Volume..................... 12160 cf Front Orientation.......... Front Facing 101 deg (E) Sizing Location............ CHICO EXP STA Latitude................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY --------------------------------- Heating ____-__________________________ Heating Cooling Description (Btuh) (Btuh) _________________________________ ___________ ___________ Opaque Conduction and Solar...... .8578 4360 Glazing Conduction............... 4187 2337 Glazing Solar.................... n/a 3025 Infiltration..................... 7689 2527 Internal Gain.................... n/a 2100 Ducts............................ 2045 717 Sensible Load.................... Latent Load...................... Minimum Total Load 22500 n/a 15066 3013 22500 18079 Note: The loads shown are only one of the criteria tion of HVAC equipment. Other relevant design fa flow requirements, outside air, outdoor design tem uing, availability of equipment, oversizing safety ma be considered. It is the HVAC designer's responsibi.iQ lig. consX,gurall HVAC SIZING Page 12 HVA[ Project Title.......... MIKE & ADRIENNE SLATTERY Date..01/04/80 07:52:5[ =============================================================================== | MICROPAS5 v5.10 File-SLATTERY Wth-CTZ11S92 Program -HVAC SIZING | | User#-MP1829 User -Endeavor Homes Run-SLATTERY � ---------------- 7_____________________________________________________________- factors when selecting the HVAC equipment. We Oq SO - O"t., 1410�' .- ^ ,^��� TRUSS SCHEDULE TAILS MARK PITCH SPAN I AMT. DESCRIPTION FRONT BACK SJ. S:I2 24 4 S\Dz. AC- 2k �_ 0 13 _ 1� o�J o 2c _ — AZ �1. cAi' ► t(20t -- .I3� --_5= f2 _ 34k �-- e� �------ - STAr. �--c- -- ---- 2� U 34- ►. -2�--- 4---- -� - — -- -- - ----- 1 -6 - PROJECT: L A77-'F—rZ-'-Y' — fZ1S_ COUNTY: � CONTRACTOR: ENDEAVOR HOMES ROOF: a PLAN: _DATE_ OCT 'No `W DRAWN BY: �. TAIL CUT: P tJIGIB Cale: IN Date: f0-09-2000 6-00 ,, V'� LW !'* LATTERY RES. BuiTE CO. TE i G DEPAIR rte, Copyright (c) CompuTrus Inc 05740705 Customer : SLATTERY-ENDEAVOR Tue Mar 27 10:45:57 2001 Project M: 1010SLAT Truss ID EJ Family # 205 Span 6-0 Quantity B Top Pitch 5/12 Ton. yew ACES -32 Ver .2.0, 910 l9/joi sayai r2-6 6-0 6-0 ENGINEERING APPLICABLE FOR TRUSSES W/SHORTER SPAN TRUSS CHECKED FOR BO M.P.H WIND, ENCL.BLDG., WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C.18(10+8) PSF DL, 100.00 MI FROM OCEANLINE (ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 MAR 2,8-2001 6-0 6-0 L. HL TO PK: 6-6 LEFT HEIGHT:0-6-2 SPAN:5-0 RISE:3-0-2 RIGHT HEIGHT:3-0-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220.190 L D TOP 1-20.536 TOP CHORD:2X5 N0.2 GR DF -L TOP 55 10 BOTT 3-1-0.238 BOT CHOR0:2X4 No.168tr GR DF -L BOTT O B LL.DEFL. < L/240 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.15 PLATE - 1.15 SPACING • 24.0 in. o. cUBC 97-ICSO.ANSI/TPI95 REPETITIVE STRESSES+USED NO. OF MEMBERS - i DEFLECTION (IN.) L.L- 0.00, D.L=0.00, T.L=0.00 REACTIONS, SIZE: 1--776, 5.50. 3--101, 5.50 2--366,1.50 UPLIFTS (LBS): 1156, 2-79 HORIZ. (LBS): 1101 FORCES - LOAD CASE 01 TOP CHORD: 1-2- 0 2-3- 0 BOTTOM CHORD: 3-1- 0, WEBS: TRUSS CHECKED FOR BO M.P.H WIND, ENCL.BLDG., WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C.18(10+8) PSF DL, 100.00 MI FROM OCEANLINE (ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 MAR 2,8-2001 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' ` Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/8" C2 Q J5 2. Cut members to bear tightly against each 0 other. 3. Place plates on each face of truss at each ZI joint and embed fully. Avoid knots and wane O at joint locations. For 4 x 2 orientation, locate a - 4. Unless otherwise noted, location chord splices 08 C, C6 0 plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 191Y. at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM ad! BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. . HYDRO �1/R o PANEL CLIP ©1993 Mitek Holdings, Inc. ' GANG -NAIL � - 05740709 Customer SLATTERY-ENDEAVOR Tue Mar 27 10:46:18 2001 Project M: 1010SLAT Truss ID M Family N 201 Span 6-0 Quantity 26 Top Pitch 5/12 TROJAN ACES -32 Ver.2.0. Bld (3/9oiiyay� , .2-6 6-0 6-0 2 1X4 R 3X4 6-0 6-0 L. HL TO PK: 6-6 LEFT HEIGHT:0-6-2 SPAN:5-0 RISE:3-0-2 RIGHT HEIGHT:3-0-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATE S:M20-220,190 L D TOP 1-2-0.536 TOP CHORO:2X6 No.2 GR DF -L TOP 55 10 BOTT 3-1-0.238 BOT CHORO:2X4 No.16Btr GR DF -L BOTT 0 B LL.DEFL. < L/240 -WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.15 PLATE - 1.15 SPACING : 24.0 in. O. CUBC 97-ICBO.ANSI/TPI95 REPETITIVE STRESSESIUSEO NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.00, D.L=0.00, T.L=0.00 REACTIONS. SIZE: 1--776. 5.50 3--411, 5.50 UPLIFTS (LBS): 1-156.3-34 HORIZ. (LBS): 1101 FORCES - LOAD CASE 01 TOP CHORD: 1-2- 0 2-3-366 . BOTTOM CHORD: 3-1- 0, WEBS: TRUSS CHECKED FOR 80 M.P.H WIND. ENCL.BLDG., WALL HGT. 10 FT. SLOG. CAT. I. EXP. CAT. C, 18 (10+8) PSF DL. 100.00 MI FROM OCEANLINE (ASCE7-9 RIGHT END VERTICAL IS NOT EXPOSED TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 ,' MAR`M 2001 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties, Cz C3 J5 2. Cut members to bear tightly against each 0 0 C L. other. 3. Place plates on each face of truss at each O 3 O joint and embed fully. Avoid knots and wane o U v at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C6 C7 C6 O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS Jl J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 199b at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials! Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses\ HYDRO A/R PANEL CLIP ©1993 Mitek Holdings, Inc. - GANG-NAILQD -ra �.. ...s's .1� r xRn - •rye• s a, A" 05740706 Customer : SLATTERY-ENDEAVOR Tue Mar 27 10:46:02 2001 Project N: 1010SLAT Truss ID OH Family M 314 Span 34-6 Quantity 4 Top Pitch 5/12 ACES -32 Ver.2.0, 810 (3/30 /1 099)' PLATE OFFSETS (X -LEFTY -TOP): 02-6.31, [)4-3, 5). [)6-6.31. [19-3.21, [)10-5,2.51. [)11-4,21, BRACE FLAT PART OF T.0 _MIN O.C. FROMyrs -I— .2-6 .6 6-0 11-8-6 17-3 22-9-10 28-6 34-6 .2-6 6-0 5-8-6 5-6-10 5-6-10 5-8-6 6-0 5; 3X4 .4X7 8X10 4X7 3X4 (18 GA) (10 a' 6-0 [ 11-8-6 17-3 22-9-10 28-6 34-6_ 6-0 5-8-6 5-6-10 5-6-10 5-8-6 6-0 L. HL TO PK: 6-6 R. HL TO PK :6-6 LEFT HEIGHT:0-6-2 SPAN:34-6 RISE:7-8-6 RIGHT HEIGHT:0-5-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 3-4-0.890 TOP CHORD:2X6 No.1 GR OF -L MIS -171,147 TOP 55 10 BOTT 10-110.677 '.BOT CHORD:2X6 SS GR OF -L BOTT 0 B LL.OEFL.@10-0.72 < L/240 WEBS :2X4 STANDARD GR OF -L SPACING • 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES NOT USED NO. OF MEMBERS - 2 DEFLECTION (IN.) L.L- 0.72, D.L-0.23. T.L-0.95 WEB: 2-11: 6-9 TO BE 2X4 No.16Btr GR DF -L REACTIONS, SIZE: 1--5260, 5.50 7--5260.5.50 UPLIFTS (LBS): 1-i427, 7-1427 HORIZ. (LBS): i -B FORCES - LOAD CASE 01 TOP CHORD: 1-2--11055, 2-3--15584, 3-4--17346, 4-5--17346. 5-6=-15584, 6-7--11055, BOTTOM CHORD: 7-8- 10110, 8-9- 10110. 9-10- 15584, 10-11- 15584, 11-12- 10110. 12-1- 10110. WEBS: 2-12- 905, 2-11- 5998, 3-11--2273. 3-10- 1940, 4-10--1444, 5-10- 1940, 5-9--2273, 6-9- 5998, 6-8- 905, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 2- 130 2- 6- 260 6- 7- 130 'Ai -7- B- 16 8-12- 32 12- 1- 16 CONCENTRATED 8- 767 12- 767 S TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLOG., WALL HGT. 10 FT, BLDG. CAT. I,•EXPI�AT. 4iB (10+8) PSF OL, 100.00 MI FROM OCEANLINE (ASCE7-9 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 6 in For Webs use 1 ROW of NAILS 12 in.' o.c. o.c. (TOP C Sf,) �ID-W(S" IF 131x3 in. NAILS 8 inAARBaljVCUPI Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in Inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/8' C2 J5 2. Cut members to bear tightly against each ZC3 0 CLI 0 �. 0 plates other. 3. Place on each face of truss at each joint and embed fully. Avoid knots and wane pat joint locations. For 4 x 2 orientation, locate Unless otherwise noted, location chord splices C.6 04. plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MITek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. MiTm BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate.without which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. TM HYDRO A/R 0 C�IPEb ©1993 Mitek Holdings, Inc. GANG -NAIL .` :'e' M'� ,aZ a: 'gyp A �a(,.a`' ",` ` A �i'w i �.c;.`,�i,+r.; .c;.+.i'.V� ..y....• 05740707 Customer : SLATTERY-ENDEAVOR Tue Mar 27 1O: 46: OB 2003 Project M: 1O1OSLAT Truss ID F1 Family N 104 Span 17-6 Quantity i Top Pitch 2.5/12 ran.inn ACES -32 VCr .2.0, tlla l.0/wi aa�a� 3) 7-9-7 14-3 17-6 7-9-7 6-5-9 3-3 4X4 3 3X4 5 9-11-5 17-6 3x4 9-11-5 7-6-11 L. HL TO PK:14-5-11 R. HL TO PK :3-3-13 LEFT HEIGHT:O-3-12 SPAN:17-5 RISE:3-3-6 RIGHT HEIGHT:2-7-4 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M2O-220,190 L D TOP CHORO:2X4 No.16Btr GR OF -L TOP 20 10 BOT CHORD:2X4 No.16Btr GR DF -L BOTT 0 B LL.DEFL.@00.00 < L/24O WEBS :2X4 STANDARO GR OF -L STR.INC.: LUMB - 1.15 PLATE - 1.15 SPACING • 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES,USEO NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.00, D.L-0.00, T.L-0.00 NOTES: (1) -Gable studs spaced at 16 inches o.c. (2) -Brace vertical studs in accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom chord (4) -Provide 1X4 plates at each end of gable stud unless otherwise noted TRUSS CHECKED FOR 80 M.P.H WIND, ENCL. BLDG.. WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C. 18(10+8) PSF DL, 100.00 MI FROM OCEANLINE(ASCE7-9 RIGHT END VERTICAL IS NOT EXPOSED MAR 2,8`2001 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 'Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 'A" C2 " J5 2. Cut members to bear tightly against each 0 a 3 0 L. other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane p " v at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C7 C, D plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J 1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591,1329,4922' 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. 40�1 WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM BEARING 13. Do not overload roof or floor trusses with stacks' of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer:., 15. Care should be exercised in handling, erection and installation of trusses. HYDRO A/R PANEL ©1993 Mitek Holdings, Inc. ' CLIP GANG -NAIL ACES -32 ver.2.0. BSd (3/30 /1 999) PLATE OFFSETS (X -LEFT, Y -TOP): [j2-5, 51. [j7-3, 5), [j12-8. 1.51. [j13-3.21. -6 6-5-8 13-4-4 17- 0-3 5-4-8 9-0 34-6 -6 6-5-8 6-10-12 '3-10-123-0 5-1-8 3-7-8 5-6 2X4 3 6X8 4 2X4 5 1x `ILTYP) 4X8+3X8 9 2X3 WEDGE 6-5-8 13-4-4 05740704 ' 6-10-12 5-1-8 3-7-8 5-6 Customer SLATTERY-ENDEAVOR Tue Mar 27 10:45:50 2001 Project tM: 1010SLAT Truss ID A2 Family M 222 Span 34-5 Quantity 5 Top Pitch : 5/12 Seat cut 0-5-8 Bot pitch 2.5/12 - ACES -32 ver.2.0. BSd (3/30 /1 999) PLATE OFFSETS (X -LEFT, Y -TOP): [j2-5, 51. [j7-3, 5), [j12-8. 1.51. [j13-3.21. -6 6-5-8 13-4-4 17- 0-3 5-4-8 9-0 34-6 -6 6-5-8 6-10-12 '3-10-123-0 5-1-8 3-7-8 5-6 2X4 3 6X8 4 2X4 5 1x `ILTYP) 4X8+3X8 9 2X3 WEDGE 6-5-8 13-4-4 20-3 1 25-4-8 29-0 [ 34-6 [ 6-5-8 6-10-12 6-10-12 5-1-8 3-7-8 5-6 L. HL TO PK:18-8-4 INTERNAL RISE:2-10-8 R. HL TO PK :16-8-4 LEFT HEIGHT:0-6-2 SPAN:34-6 RISE:7-8-6 RIGHT HEIGHT:0-6-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 1-2-0.968 TOP CHORD:2X6 No.2 GR OF -L TOP 55 10 BOTT 9-10-0.902 BOT CHORO:2X4 No.16Btr GR OF -L BOTT O B LL.DEFL.@10-0.47 < L/240 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.i5 PLATE - 1.15 SPACING ' 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - i DEFLECTION (IN.) L.L- 0.47, D.L-0.15, T.L-0.62 WEB: 2-12; 4-11 TO BE 2X4 No.16Btr GR OF -L REACTIONS, SIZE: 8--2219. 5.50 13--3548.5.50 UPLIFTS (LBS):8-54, 13-319 HORIZ. (LBS):8-23 FORCES - LOAD CASE01 TOP CHORD: 1-2- 2100, 2-3--1678, 3-4--1678, 4-5--3954, 5-6--3954, 6-7--5564, 7-8--6432, BOTTOM CHORD: B-9- 5999, 9-10- 6019, 10-11- 5246, 11-12- 2056. 12-13--1967, 13-1--1925. WEBS: 2-13--3041, 2-12- 3542. 3-12=-701. 4-12--838, 4-11- 2918. 5-11--528, 6-11--1517, 6-10- 353, 7-10--767, 7-9--29, NOTE: PROVIDE FOR -0.33 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING '*ROVIDE 204 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 4' O.C. OVER DROPPED -1 -BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG..WALL HGT. 10 FT,BLDG. CAT. I.EXP..CAT4C.18 10+8) PSF DL, 100.00 MI FROM OCEANLINE(ASCE7-9. ' ON T� TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD ON OTTOMtCHORD PER TABLE 16-BL1�9� i1/{j� L}8' 2O 01 ® 4`t-1�crDONGF11 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE NLo"'), Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual ` X19919 ., building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of 1 i , _�i�"-••-. component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance -..'3+�. C•I (� ' regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss )F CAL�� � Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. x� Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. /8• f V 1, C2 J5 2. Cut members to bear tightly against each 0 other. of 0 �.3 0 ZC7 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C, O plates 1/8" from outside edge of at 1/4 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 1996 at time of *This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. M!TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. N� ® TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL ACES -32 Ver.2.0. 630 (3/30/2wwti) PLATE OFFSETS IX -LEFTY -TOP): (j2-5,51. (j7-3.51, (j12-8.1.5), ()13-3,21, -6 6-5-8 13-4-4 17-3 0-3 25-4-8 29-0 34-6 -6 6-5-8 6-10-12 '3-10-123-0 5-1-8 3-7-8 5-6 3: 6X8 2X4 4 2X4 5X6 2X3 WEDGE B 6-5-8 13-4-4 05740701 r 6-5-8 6-10-12 129-0 6-10-12 5-1-8 3-7-8 5-6 Customer : SLATTERY-ENDEAVOR Tue Mar 27 10:45:33 2001 Project #: 1O10SLAT Truss ID A Family # 222 5/12 Span 34-5 Quantity 4 Top Pitch L/240 WEBS :2X4 STANDARD GR OF -L Seat cut 0-5-B Bot pitch 2.5/12 - ACES -32 Ver.2.0. 630 (3/30/2wwti) PLATE OFFSETS IX -LEFTY -TOP): (j2-5,51. (j7-3.51, (j12-8.1.5), ()13-3,21, -6 6-5-8 13-4-4 17-3 0-3 25-4-8 29-0 34-6 -6 6-5-8 6-10-12 '3-10-123-0 5-1-8 3-7-8 5-6 3: 6X8 2X4 4 2X4 5X6 2X3 WEDGE B 6-5-8 13-4-4 1 20-3 ( 25-4-8 ( 34-6 , r 6-5-8 6-10-12 129-0 6-10-12 5-1-8 3-7-8 5-6 L. HL TO PK:18-8-4 INTERNAL RISE:2-i0-S R. HL TO PK :1B -B-4 LEFT HEIGHT:0-6-2 SPAN:34-6 RISE:7-8-5 RIGHT HEIGHT:0-6-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220.190 L D TOP 1-2-0.968 qOP CH0RO:2X5 No.2 GR DF -L TOP 55 10 BOTT 9-10-0.902 BOT CHORO:2X4 No.i&Btr GR DF -L BOTT O B LL.DEFL.@100.47 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.15 PLATE - 1.15 SPACING : 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - i DEFLECTION (IN.) L.L- 0.47, D.L-0.15, T.L-0.62 WEB: 2-12: 4-11 TO BE 2X4 ND.1&Btr GR DF -L REACTIONS, SIZE: 8--2219. 5.50 13--354B.5.50 UPLIFTS (LBS): B-54, 13-319 HORIZ. (LBS):8-360 FORCES - LOAD CASE01 TOP CHORD: 1-2- 2100, 2-3--1678, 3-4--1678. 4-5--3954, 5-6--3954, 6-7--5564, 7-8--6432, BOTTOM CHORD: 8-9- 5999, 9-10- 6019, 10-11- 5246, 11-12- 2056, 12-13--1967, 13-1--1925, WEBS: 2-13--3041, 2-12- 3542, 3-12=-701, 4-12--838, 4-11- 2918, 5-11--528. 6-11=-1517, 6-10- 353, 7-10--767, 7-9--29, NOTE: PROVIDE FOR -0.33 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING ''N TRUSS CHECKED FOR 80 M.P.H WINO, ENCL.BLDG., WALL HGT. 10 FT, BLDG. CAT. LEXP1CAT. C,s18 (10*8) PSF DL, 100.00 MI FROM OCEANLINE (ASCE?-9: TRUSS HAS BEEN CHECKED FOR 10 PSF-NON-CONCURRENT LIVE LOAD AND 8.00 PSF-,DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 MAR 2.,8 2001 _A A,0, oROFESSIOti.. A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFO SE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. cz C3 J5 2. Cut members to bear tightly against each 0 0 w. other. 3. Place plates on each face of truss at each O ' a O joint and embed fully. Avoid knots and wane " U at joint locations. " For 4 x 2 orientation, locateCe a 4. Unless otherwise noted, location chord splices c, 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of "This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MITek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N,93001 . 3-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. BEARING 13. Do not overload roof or floor trusses with sta6ks of construction materials. - Indicates location of joints at 14. Do not cut or alter truss memb6rs or plate without which bearings (supports) occur.MIT@k Industries, Inc. prior approval of a pr6fessi6nal engineer. ® 15. Care should be exercised in handling, erectibn and installation of trusses. TM HYDRO AIR PANEL CLIP �1 ©1993 Mitek Holdings, Inc.`:`- ; 05740703 Customer SLATTERY-ENDEAVOR Tue Mar 27 10:45:43 2001 Project M: 1010SLAT Truss ID BF Family N 110 Span 34-6 Quantity i Top Pitch 5/12 ACES -32 Ver. 2. O, 810 (3/30/ 19y5) PLATE OFFSETS (X -LEFT. Y -TOP): ()2-3, 5), ()6-3, 51, ()10-4, 2), 5; -6 i 5-10-4 11-5-12 17-3 23-0-4 28-7-12 34-6 ,2-6 5-10-4 5-7-8 5-9-4 5-9-4 5-7-8 5-10-4 5X6 4 (10 7 1X4 •3X4 5X8 3X4 1X4 5-10-4 11-5-12 17-3 23-0-4 28-7-12x_ 34-6 5-10-4 5-7-8 5-9-4 5-9-4 5-7-8 5-10-4 L. HL TO PK: 18-8-4 R. HL TO PK :18-8-4 LEFT HEIGHT:0-6-2 SPAN:34-6 RISE:7-8-6 RIGHT HEIGHT:0-6-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220.190 L D TOP 1-2-0.479 TOP CHORD:2X6 No.2 GR OF -L TOP 55 10 BOTT 11-12-0.737 -BOT CHORD:2X4 No.16Btr GR DF -L BOTT 0 8 LL.DEFL.@10-0.30 < L/240 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.45 PLATE - 1.15 SPACING • 24.0 in, o. CUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - i OEFLECTION(IN.) L.L- 0.30.O.L-0.10,T.L-0.40 REACTIONS, SIZE: 1--2850, 5.50 7--2850.5.50 UPLIFTS (LBS) : 1-98. 7-98 HORIZ. (LBS): 1-23 FORCES - LOAD CASE /1 TOP CHORD: 1-2--5013, 2-3--4138, 3-4--3136, 4-5--3136, 5-6--4138, 6-7--5013, BOTTOM CHORD: 7-8- 4563. 8-9- 4563, 9-10- 3819, 10-11- 3819. 11-12- 4563, 12-1- 4563. WEBS: 2-12- 90.• 2-11--817, 3-11- 429. 3-10--1213, 4-10- 1652. 5-10--1213, 5-9- 429, 6-9--817 , 6-8- 90, WEB 3-10; 5-10 BRACED at 1/2 POINTS AS SHOWN ABOVE ' TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG.. WALL HGT. 10 FT, BLDG. CAI.T-��I, EXP. CAT. C, 18 (10+8) PSF DL. 100.00 MI FROM OCEANLINE (ASCE7-9 NOTE: BRACE VERTICAL STUDS IN ACCORDANCE WITH THE STANDARD GA81_EJENO'QETAI ONN. W/1X4 PLATES AT EACH END. TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND MAO PSF;ODEADOL`QAD ON BOTTOM CHORD PER TABLE 16-B UBC -94 MAR 2,8 2001 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property �--1 3/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. C2 C3 J5 2. Cut members to bear tightly against each 0 ., 0 L. other. 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots and wane " O at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C7 C6 O plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS Jl J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 1990 at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not • applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and • 'For tabular plating formatrefer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified, dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or pudins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses: HYDRO A/R 0 PANEL CLIP ©1993 Mitek Holdings, Inc. - GANG-ryAIL 05740702 1 1 Customer : SLATTERY-ENDEAVOR Tue Mar 27 10:45:36 2001 Project M: 1010SLAT Truss ID B Family # 110 Span 34-5 Quantity it Top Pitch 5/12 TROJAN ACES -32 Ver.2.0.B10t9/yoi2yWar PLATE OFFSETS (X -LEFT, Y -TOP): I)2-3, 51, I)6-3. 51. IJ 10-4. 2), �,2 6 5: 5-10-4 11 5-12 17-3 23-0-4 28-7-12 34-6 .2-6 5-10-4 5-7-8 5-9-4 5-9-4 5-7-8 5-10-4 5X6 4 110 1X4 •3X4 5X8 3X4 1X4 5-10-4 11-5-12 I 17-3 23-0-4 28-7-12 34-6 F 5-10-4 5-7-8 5-9-4 5-9-4 5-7-8 5-10-4 L. HL TO PK:16-8-4 LEFT HEIGHT:0-6-2 SPAN:34-6 R. HL TO PK :16-8-4 RISE:7-6-6 RIGHT HEIGHT:0-6-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 1-2-0.479 TOP CHORD:2X6 No.2 GR OF -L TOP 55 10 BOTT 11-120.737 "BOT CHORD:2X4 No.i&Btr GR DF -L BOTT O e LL.DEFL.@100.30 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.`15 PLATE - 1.15 SPACING : 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS i DEFLECTION (IN.) L.L- 0.30. D.L-0.10, T.L-0.40 REACTIONS, SIZE: 1--2850, 5.50 7--2B50,5.50 UPLIFTS (LBS) : 1-98. 798 HORIZ. (LBS): 1-23 FORCES - LOAD CASE #1 TOP CHORD: 1-2--5013, 2-3--4138, 3-4--3136. 4-5--3136. 5-6--4138, 6-7--5013. BOTTOM CHORD: 7-8- 4563. 8-9- 4563, 9-10- 3819, 10-11- 3819. 11-12- 4563, 12-1- 4563. WEBS: 2-12- 90,' 2-11--817, 3-11- 429, 3-10--1213, 4-10- 1662, 5-10--1213. 5-9- 429. 6-9--817 , 6-8- 90, WEB 3-10: 5-10 BRACED at 112 POINTS AS SHOWN ABOVE TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG., WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C, 18 (10+8) PSF OL, 100.00 MI FROM OCEANLINE (ASCE?-S TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8,OO,PSF,zDEAD LOAD ON BOTTOM CHORD PER TABLE 16-B. UBC -94 2.1$ MAR 2001 QROFESS10 ONG WARNING - Verify design parameters and READ NOTES ON THIS AND REVER§09 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 USE NA -049919 .A al", r is OF CA WE Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. Vs Va+ CZ J5 2. Cut members to bear tightly against each 0 other, c ZC7L. 3. Place plates on each face of truss at each v O joint and embed fully. Avoid knots and wane p�v at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices Ce a plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 190/. at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or ` JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT - FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and • *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur.MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. N� ® TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL IMUR iv1N3WNoHm OCT 10 2000 Chico, Califomia M&M Equipment 452 Mann Nolta Ridge Rd. Cohasset, Ca. 95973 (530) 343-6244 1 " = 10' 1250 Gallon Septic Tank Proposed Septic System Michael Slater AP# D -Box APPROVED Env'-6rC?r"H ,r; �aealth 7 - vor The Oakwood 0 BY ENDEAVOR HOMES OF CALIFORNIA 0:0.< "We Help from Finance to Finish" 7 L swr APP -L4_ alth 57' — P-LIVIIN IVINMNOVIAIV. OCT 10 2000 Chico, Califomia 1.100' s � PARCEL PARCEL 2 ADDITIONAL NOTES: 'IRE SUPPRESSION SPRINKLER SYSTEMS SHALL BE INSTALLED IN ALL NEW 2ESIDENTIAL STRUCTURES IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION aSSOCIATION STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN )NE AND TWO FAMILY DWELLINGS AND MOBILE HOMES, NEPA STANDARD 130. JNLESPRESSURIZED ENT HYDRANTS THAT SPEOFICATIONS, SERVES THE PARCELS. JEETFIRE DEPARTMENT N UEU OF A PRESSURIZED WATER SYSTEM OR WATER STORAGE TANK, 'JAYMENT INTO THE APPROPRIATE BATTALION WATER TENDER FUND MAY BE 2EOUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ONNTLITIES HEUPARCELS, INCLUDINGAS N OR DEVELOPMENT OF STRUCTURES OR IL AS A MINIMUM, DRIVEWAYY STANDARDS, BUILDING SETBACKS, AND ADDRESSING, SHALL COMPLY WITH THE LATEST FIRE SAFE REGULATIONS OF BUTTE COUNTY, PUBLIC RESOURCE CODE 4290. THE FIRE PROTECTION REOUIREMENTS OF APPENDIX E (DEVELOPMENT POUCIES FOR THE COHASSET AREA) OF THE BUTTE COUNTY ZONING ORDINANCE, AND ALL OTHER EFFECT AT THETE ME NOF COUNTY APPL C TIONES, ORDINANCES AND FOR IMPROVEMENT PERMITS. REGULATIONS IN NO PUBLIC ENTITY SHALL. BE RESPONSIBLE FOR THE MAINTENANCE OF THE STOP SIGN. IN ACCORDANCE WITH CIVIL CODE SECTION 845, MAINTENANCE OF TE ROAD. WITH HA LEGAL INTEREST GINS THE PTOP IRIVATE RIGHGN. SHALL BTE OF—WADY OR EASEMENTBy THOSE . HIMN IVINNNObiAW, OCT 1 0 no Chk o, Callomia N t / ��• �r 11-59 �' S�4 gARCEL 4 APPROVED eaitn MI... Signature ZQ (V I I 50' BSL PER I i 134 MAPS 98-100 i I 1 v s its 411TE PLAN REVIEW APPLIAION MM Date: �-1 2- AP# � �V-�0 r o8� Permit Number (if applicable) Q APPLICANT INFORMATION Parcel Size: e- Owners Name: LIZ07 ^� Owners Address: CAI L-0 6-A Telephone No.: Situs Address: EC U -ia Yy-,i <p� I 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 Other ❑ .Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well_ . DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved ® Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date Page 1 of 5 PERTY Parcel Is In: Snow Load Area:.ZC00 To c a ❑ Land Conservation' Act Minimum Acreage: ❑ Verify residence can. be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ 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: p Flood Panel No.: 2Z.� Index Date: _ C� - 9 ❑ 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) IS 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: ­7—ih 5 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 Q-X— Side ' V 3 Side Street — Rear i SO, 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 w Applicable DevelopmenVees: • Standard Fees Amount Formula ❑ Fire ® School* ❑ Parks/Recreation ❑ Roads ® Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees JS Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * 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 r F] 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 ---------- --------------------------------------- 3 of 5 JM Subdivision Map/ParcWap: Map Date of Recording: 10 - -�,—cpO Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: ) so Date of Approval: U Comply with the following Conditions of Approval: PM � Page: S 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. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits an prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ 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. Page 4of5 J ti • f r 1oJ U A P2. s -sue, Z 3ToQA6-rl -PAO,/ 1..1dn JAG RO .. ®-F'C�J ei tl r = -F' � 2 �► �� � OTN -Y2 � N ratJ )2, � 1 U � N�� � L� �216-A TO i3 (a 5 W I tjSMA2 )1> b,-� Ax 1 MU Inn LO W ST'21oj.J i ' Yl✓ GtZOVND Tl aE �PPrv� N 0 N1G NE2 TI-iA� Li �" �V� _i2tia�,o�lat. O-- 1 Zee!S A►Nr> V &.66- a-riat-) � ; V tx--,IT � GC65.sk -;' o 2 A 1-16GESS ©R� A� Jz7L&U LAT 1 O 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. CAMy Documents\Buddmg Permit Site Plan Reviewl.doc Page 5 of 5 a U. smalles rorestry; 5:lU nye 8BUU; Nov -16-00 11:00AM;. Page, 2/2 Joe D Smailes Forestry KAF. #2198 J' ). Bar 398 rh1w. CA 95937-0398 _ .(S3o) 898-800 R (530) 898-9800 JpL 0 r MAP P30rzC F-Gtl� hii3S�on/.4'471visf0a.1 \� SL/*Ir7''F/2V pR2e«a/ _-./ PLANNING DIVISION -BUILDING PIAN APPROVAL Use: C3) 'e Date: 0 Parking: Landscaping: Other: Signature. - �l t t1Z°sa�/ Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information. at. your earliest . oppoftdnity. io, avoid unnecessary delay in processing and issuing your building permit. No building permit be issued until this verification is received. I personally -plan to provide the major labor and materials for construction of the proposed property improvement: YES[ 4- NO[ ]. )42. 1 HAVES HAVE NOT[ ] signed an .application for a building Permit for the proposed work. A, 3. 1 have contracted with the following person (firm) to provide,.-_t4p 'pro"'' pq construction: UNIUrI ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO.' 4. 1 plan to provide portions of this work- but I have'hired the 'following pdhdh'to coordinate, supervise, and provide the major work: . . ..... NAME: "i xii ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. 1 will provide some of the work but I have contracted (hired) the followip&-perso . ns to provide the work indicated: NAME ADDRESS PHONE TYPE OF*6kk�`: SIGNED: -11,1 in, 7'. PROPERTY OWNER: SOCIAL SE�NUMIBER: .)DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Heidthalid Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be'signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may. protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to'subcontract, you should be aware of the following information for your benefit and protection: . 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation oon'butions. 0 There may be financial risks for'you if you do not carry out these obligations,'and.these risks are especially serious with respect to worker's compensation insurance. ` 0 For more specific information about your obligations under Federal Law, contract the Infernal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information "about your obligations under State Law, contact the Department of Benefit Payments and the Division'at Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors : are ;allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. �: A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material. personally. Building permits are not required to be signed by property owners unless they are performing their oar work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm. that you are aware of these matters. The building permit will not be issued until the verification is returned ly, Mi el C. Vi ira, C.B.O. Madager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. r IND WHEN RECORDED MAIL TO: - - BUTTE COUNTY BUILDING DIVMON 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 CO1. PY of Document Recorded 15 -May -2001 2001-0020302 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this -acknowledgment to be recorded prior to issuance of a building permit The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural opetations including, but not limited to cultivation, plowing, spraying, priming, and harvesting which occasionally perate dust, smoke, noise, and odor. Butte County has established agrimItural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: PROPERTY O �. S1 Q�1 e i State of California - DENISE M. PRICE County ) NOTARYY FU UC 1170838 RM rA Coun of �4�.-Fke. _ ) � On S %R­..PQU1M OF BLIM c4 0,_@__,Coakm:Fxp1rs* Jan. 24, 2002 1 ` before me, l'- N,6, D k, f Personally a=rproved I — — - ersonally known to me to me on the basis of satisfactory evidence) th 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 mist /r er/the r signatures? on the instrument, the penon(s) or the entity upon behalf of which the person(s) acted, executed the WITNESS my hand_,spdpfficial seal Signature/-,�j�jyy� Seal: A.P. # L"AiP PRICE 70838wfORpuCoBUTTE w ORDER NO. BU -181679 DMP DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN .THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: PARCEL- 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 3, 2000, IN BOOK 150 OF MAPS, AT PAGES) 48, 49 AND 50. RESERVING THEREFROM AN EASEMENT FOR ROAD AND PUBLIC'- SERVICE AS SHOWN ON SAID MAP. APN 056-090-085-000 (PORTION) PARCEL II: A NON—EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 24 NORTH, RANGE 2 EAST, M.D.B. & M., AND MORE PARTICULARLY -DESCRIBED AS FOLLOWS: A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER.OF SAID SECTION 14; THENCE ALONG THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 14, BEING IDENTICAL TO THE CENTERLINE -OF COHASSET ROAD, SOUTH -01 DEG: 00' 24" WEST, 384.74 FEET; THENCE NORTH 81 DEG. 30' 37" WEST, 30.26 FFEET TO THE WESTERLY RIGHT—OF—WAY LINE COHASSET ROAD AND THE TRUE POINT" OF BEGINNING FOR THE FOLLOWING DESCRIBED CENTERLINE; THENCE FROM -SAID TRUE POINT OF BEGINNING,AND CONTINUING NORTH 8,1 DEG. 30' 37" WEST, 223.77 FEET; THENCE SOUTH 85 DEG. 17' 36" WEST, 154.25 FEET; THENCE NORTH 49 DEG. 21' 11" WEST, 355.15 FEET; THENCE NORTH 65 DEG. 29' 38" WEST., 246.58 FEET;.THENCE NORTH 89 DEG. 51' 49" WEST, 173.40 FEET. PARCEL IIIc �. A,60 FOOT, ROAD AND PUBLIC SERVICE EASEMENT AS•SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE',_STATE OF CALIFORNIA, ON OCTOBER. 3, 2000', IN BOOK 150 OF MAPS, AT PAGE(S) 48, 49 AND 50. EXCEPTING THEREFROM ALL'THAT PORTION LYING .WITHIN THE BOUNDS PARCEL I,1 -DESCRIBED HEREIN. h ,A