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065-190-006
1 065-1907006 02-070 FT COM & KARET riaFOOD �GAI A �CE\ECUTIVE1-10 t�'�. NEW MI -1 PERM TND. 065-190-006 06-0274 LEE, CHRIS r 14585 WOOD DR, MAGALIA Cont: NICK HYSMITH GARAGE -DET I� I Y 1 t 1 I i 065-190-006 06-0274 ? ,_ 0jFAaorta coy LEE, CHRIS MAGALIA IN Q T S 7 county 14585 WOOD DR, (530) 538-1 Cont: NICK HYSMITH. GARAGE-DET RESIDENTIAL APN: Permit No. Owner: Site Address: Contractor. Type of Permit: SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: SIGNATURE: = OK = Not OK • , It MANUFACTURED HOMES TE U PERMANENT FOUNDATION " 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 . NatE] or LPO Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected-l:/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 d`6 m o'er h U 5 -e- v MISCELLANEOUS DATE LpIfCKS'COVERS`CARPORT GARAGES oning-Setbacks-Easements 2 Ftgs; Soils-Sz-DpthSpacing-CnnctrsSteel 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-Encisrs 6 Carports; Wndws-Doors 'IIs AnB.Grr�ig mg; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Eft Steps -Doors -Landings raced Wall pnls 411o+`eT /i >Lxr .. a19{M� 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 Bones-Enclsrs-pnlboards-Insultn 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 Pool Drawing 11 OK = Not OK RESIDENTIAL (Single & Dup[exj DATE JUNDERFLOOR DATE PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Pr.tctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First flr-Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub-Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 69 Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE M E C H A N I C A L 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 61 AC Ducts Insultn & Support _ 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16.lnsulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic 04 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-Purlin-Roof Brac-TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop4ns 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 T -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 pnls 38 Insultn-Walls-Ceilings 39 Infiltration-Walls-Wndws o4P �c 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 0 A AC Wire Sz sa ❑ CU or 0 AL 48 Range Circ ga ❑ CU or ❑AL Oven Circ ga Q CU or ❑ AL Insulated Neutral ❑Yes ❑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' e' FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cirnc-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 Sis & 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 Clmc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr,lltr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir V :ch Prtctn- LPG Appince Undr House 3" drain 81 Nlmb; 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 QYes ONO 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-Eiec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler COUNTY OF BUTTE BUILDING DIVISION DEPARTMEWT OF DEVELOPMENT SERVICES Y 7 County Center Drive • Oroville, CA • (530) 538-7541 3 CORRECTION NOTICE JL� 0 '0-'a 4(4 OWNER i` PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above a ress and should be corrected. Please call for re -inspection when correction of a. work is co pleted. If you have any questions pertaininglo this matter, or -need additional explanat' n, please/�0ntact the Building Inspector as indicated below_. n / - n. _ .11 , n n t Date _ _ 0 Inspector. v REV 4/05 Phone # 5_3 �` —7— //I y FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 - BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M. (530) 538-7541 PERMIT NO. BP060274 B. C. Building Permit 0 1 -16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 04/12/2006 APN: 065-190-006-000 the Business and Professions Co, my license is in full force and effect. 76y.seN License Class : umber: Site Address: 14585 WOOD DR MAG / Date:J ontractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: GARAGE -DET (480) 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:.RODRIGUEZ CHRISTINA 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 14585 WOOD DR the Contractor's State License Law (Chapter 9 commencing with Section MAGALIA, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95954-9300 she is exempt therefrom and. the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than rive 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: HYSMITH CONSTRUCTION owner of property who builds or improves thereon, and who does RICK HYSMITH such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 5190 PENNINGTON RD sale. If however, the building or improvements are sold within one LIVE OAK, CA 95953 year of completion, the owner -builder will have the burden of 530-695-8784 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: HYSMITH CONSTRUCTION and who contracts for such projects with a contractor(s) licensed RICK HYSMITH pursuant to the Contractors' Slate License Law.). 5190 PENNINGTON RD ❑ I am Exempt under Article 3 of the Business and Professions Code LIVE OAK, CA 95953 530-695-8784 ( Date: owner: License #: 791117 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 ode, for the performance of the work for which this permited, �Ihave Architect: and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier: _1/� � /' Total Square Ft: 480 S.F. q� Policy#: K�5e/z-,- ��� Valuation: $11,520.00 Census Code: ❑ 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 the workers' compensation laws of California, LP and agree that if I should become subject to the workers' Labor Code, I n7 (/ V v) compensation provisions of Section 3700 of the shall forthwith com vi th those provisions. I I / Date: e . !% �f Applicant: �f il Zretosecure ork s' compensation coverage isunlawful, WARNING:/ousand alt an employer to criminal penalties and one hundred 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 per is hereby i ed under a ap cable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolu ' ns t�ddlca a ove f r which fees have been paid. 6./'— Z —O performance of the work for which this permit Is issued (Sec 3097 Civ.) Dale: Name: BY, PERMIT EXPIRES ON: ,L Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information Is correct, and that I am the ow or the ly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the subst ce of any fficial form or document of Bu County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for Inspection rposes. r� Signature: Print Name: 9 1_/Z Date: 7 ❑ 0 her ❑ Contractor Ag. for Owner — C�-Agent for Contractor i B. C. Building Permit 0 1 -16-04 pg 1 °ow,TTF0� Department of Public Works ° C o u n t y o f B u t t e O O O O 7 County Center Drive O O Oroville, CA 95965 L+ y J. Michael Crump, Director (530)538-7681 y _ A �V N� (FAX) 538-7171 Shawn H. O'Brien, Assistant Director Assessors Parcel Number: 066�- %'3G " OC16 Building permit # � D 2"7 Owners Name: 1i rj s /—� e, Owners Mailing Address: /Y S-� (moa , Property Address: ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: ENCROACHMENT PERMIT EXEMPTION: Reason for exemption: Not a County maintained road ❑ Existing driveway conforms to County S-31 standard ❑ Other Approved by Printed Name Title 15— 1/ Date /_/ CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT 1. An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage. 2. An existing home with only minor remodeling or repairs. ' BUTTE COUNTY . DEPARTMENT'OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS' 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2534 OFFICE #: (530) 538-7541 A FEE 97LL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** ARCHITECT/ENGINEER OWNER Last Name Address First Na e i GUvt7 � City TStat Zip Phon v Fax E-mail = ARCHITECT/ENGINEER CONTRA9TOR Address City tate Address Phone E-mail State License Number R cc. p/� = _ Ar,OF Page PE Planner Date Approved: If hiring anyone er than license co ntractors, a cerfificafe of worker's compensation must be shown at the time of permit issuance. ARCHITECT/ENGINEER Name Address City tate Zip Phone E-mail State License Number R L j Fo ffi use oily: APPLICANTNAME Li w lood Zone 1 1 SRAvas �a No cc. p/� = _ Ar,OF Page Lot # Planner Date Approved: If hiring anyone er than license co ntractors, a cerfificafe of worker's compensation must be shown at the time of permit issuance. L j Fo ffi use oily: ni Li w lood Zone 1 1 SRAvas �a No cc. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BPn6 d2 -BIN # Description or Scope of Work: Sq. Footage T ❑ Structure Built Mhout 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: � Receipt#:,'f V �� 11 y-� Amount: Bldg SRA Sheriff SMIP W OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING.FORMS\BldgAppiSubRqmts.doc Page 1 of 2 REV 2-24-05 LOCATION AN Fess Pro any d O �a Cit Cr ss Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone er than license co ntractors, a cerfificafe of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage T ❑ Structure Built Mhout 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: � Receipt#:,'f V �� 11 y-� Amount: Bldg SRA Sheriff SMIP W OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING.FORMS\BldgAppiSubRqmts.doc Page 1 of 2 REV 2-24-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION t 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER ASSESSOR PARCEL NUMBER OO Proposed Building Use: C� �� I y l Permit Technician: Date: 2-77-66 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. I IIJ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. \ ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. / 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. 0 11. Hazardous Material Form I Al 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Rem ' ' ' ems needed to issue the permit. (May require additional plan review upon receipt of the following items.) .� 1 Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by \ ❑ O oils Report and/or Engineered Foundation required ........................................... �`Elt1�rosion ControlPlan Required.....4:?A,i4- ......e+..c�.eesasshown on the attached Schedule of Fees Due Sheet .............................. ❑ ity of Chico Plumbing permit........................................................................ \ O 21. Site plan and business license approval from the City of�Bigg� \ alifornia Department of Forest plan approval paid. Sent by: S �..... Contact tanning approval for (A) User (B) Parking: (C) Parcel Check: A-...... T ❑ Land Development about _ Improvements, _ Drainage ........................ _ �❑y 25. Fire Marshall Review (commercial projects only). Sent by: ...................... j 26. NPDES Form............................................................................................. M4 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement.. ............................... ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction......................................................... ................................ ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: rG When issued Telephone �`'(Z," ov I rZ yG and hold or pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: (_- 1. Index permit applcation fAW above items numbered: 1 Plan Check Leftdr 2.�Ar,.aitems required esigner, owner, was advised of the above data by pone, ❑ mail, ❑ counter, by C- . Date: �j -3-OL Cesigner, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: - Plans approved by: Date: 42 Structural reviewed by: Dat Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 S Plot Plan AttaChad �r Floor Plan Attached I - Sent to BDIDS TO: Building Division — Development Services 8 /6-yYd q FROM: Environmental Health SUBJECT: Sanitation Clearance Owner :5 Lee Location AP# Plan Approved for: Sewage Disposal: "� Water Supply: Public ✓ Private Well Clearance for dwelling. Other O e 7 -, GC WE,6 Q-Oqe,�q Hold final for: Final clear nce O.K. for: NOTE:'` /� , 5 Environmental Health S Building Clearance 9/2005 MMW 0 xe� o st Date BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.butt6tounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner lee APN No: 065-190-006 Application Date 2/7/2006 Permit No: BP 060274 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $549.90 Plan Check portion of Permit Fee $219.96 2 FEMA Flood Elevation Review $109.98 0 3 RYes SRA* Yes Fire Plan Check - Non -Refundable $95.00 $95.00 $200.00 (State Responsibility Area) Building Inspection $109.98 $109.98 � NON-REFUNDABLE portion of fees due at application $314.96 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION 4 SMTP* - Strong Motion Instrumentation Program (Enter amount from permit system) 5 Additional Plan Check Fees (NON-REFUNDABLE) 6 Other*: 6a Other*: FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 7 IMPACT FEES - RESIDENTIAL* I Per Dwelling Per Dwelling Per Dwelling MH Applications After 2/14/05 ,:F SFD MFD x County 4096.87 3071.14 3117.43 Chico Urban Area 5372.09 3995.45 4889.56 EI Medio Fire District 3128.31 2297.77 2326.36 8 9 North Chico Specific Plan A SR -1, SR -3, SR-1/PD 0 R-1 ti° R-2 7938.531 6757.08 8031.53 6850.08 7541.53 6360.08 R-3 6780.53 5599.08 Processing Fee is automatically added to impact fee total 0 WATER TENDER FEE (Not collected when impact Fees Applicable) Enter Bat.# DRAINAGE FEES* CHICO STORM DRAINAGE MASTER PLAN 6475.49 770 Butte Creek 1 1771 Comanche Creek New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek 773 Big Chico Creek 774 Lindo Channel 775 SUDAD Ditch 776 Mud -Sycamore Creek 777 PV Ditch RECEIPT DATE Tech/Asst 32994 DATE Tech/Asst 4-12 F-&;-1 7633.49 7726.49 7236.49 6475.49 RECEIPT DATE Tech/Asst $100.00 $200.00 � 792 139 $6,070 RECEIPT DATE Tech/Asst $8,603 9a More than 1 acre, existing buildings -fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 10 THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 10a Temporary Dwelling 1 $130 At time of building permit $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 11 SCHOOL DISTRICT FEES* Not Applicable 11a RECREATION DISTRICT FEES* Not Applicable At the time of permit application, I was advised the above fe s e required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. QA_k_1 Applicant: Date: /`7 0� ,dot Pursuant to Government Ode Aection 66020, you are hereby notified those Items followed by an "*" may have been imposed on yoUr project. You have 90 days from the date of approval o he orject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 1105 B.u&e County Depar' Lment ofDevelopinentServlCeSo ?;r�.° 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone ° =-. ° (530) 538.7785 Facsimile c0041 BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: e I need to submit applications for septic andlor well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained e I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application. for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). l 1 Please print: "Ae--�_YK31�klv_ Applicant Name:L sib 1�1015 /-o 0 (0 S APN: � � �� ` I � V Building site address: rC, �✓_, i l S-Uermit No.: Z L I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNA UR OF 'PPLICANT DATE Copy to Applicant/EH/File ICFonm/BldePermitwithoutClearances 020705 I'IFlDepartment of Public Works 'uL�. • � ° .0 o u n t y o f B U t. -t e J. Michael Crump, Director LAND DEVELOPMENT DIVISION `\\ O Storm Water Management Pro -ram .� CQ t1 t4l\ 7 County Center Drive A5 Oroville, CA 95965 UC wo (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN I ACRE] Project Description: �I n 11lv_N1_(L Project Location andlor Parcel Number: I L4 S 8�5 wood By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Stone Water Permit from the State of California Regional Water Quality Control Board. Phased projects that. contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Job Name: 20' WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchells Building Supply Truss ID: Al : Qty: 15 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating spec : ANSI/TPI - 1995 UPLIFT REACTIONS 1 lb 1 0- 1-12 1284 3.50" 1.50 2 19-10- 4 1284 3.50" 1.50" BC WEB 2x4 DFL #1 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support -257 Support -257 lb BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, ,2 7 This truss s designed using the on the truss material at each bearing Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR UBC -97 Cade. I MAX DEFLECTION (span) • PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes, Importance Factor = 1.00 L/999 IN MEM 6-7 (LIVE) Rep Mb r Comp GIRDERS. IF 2.5' GUN NAILS ARE USED, THE Truss Location = Not End Zone L= -0.16" D= -0.11' T= -0.28" CRrrIGIL V&SER FORCES: BC Live 0.00 psf HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurricane/Ocean Line = No < Exp Category = C TC CDP. 1-2 -zz07 ./TEfSW 1.1/ a7o1.60 CSIMean 0.75 Rep Mb r Tens O.C.Spacing 1.00 2- 0- 0 Colo Spr7ngs, CO 80907 Bldg Length = 50.00 ft Bidg Width = 28.00 ft roof hei ht = 21.§3 ft, mph = 80 UBC Standard Occupancy, Dead Load 12.6 gz-3 -16851.1 JDUR55 / 363 471(1.60) 1.60 o.ss 1.60 MOSI 1-03) and SCS! SIMAAFY %EETS by WrCA wO TPI. The Truss Plate Institute M is located at 583 DOwMo Dive, Madison, = psf 4-S -2207((1.15))1.15 UBC -97 % 063 .75 TOTAL 51.00 psf DEFL RATIO: L/240 TC: L/2 X378( Lj. 20 6B7 5(01.153 0969 7-8-378(((1.60)/ 2025(((1.15 0.69 WE CORP. OUR / TENS.(WR. CSI 2-7 -610(1.153/ 214(1. 0. X605) g1qpp6 4J 610((1.153/ 214((1.603 8.16 1 3-7-13 1= 0-3-13 77-0� 3-03_- 2-0:257-M 7-0-0 10-0-0 13-0-0 20-0-0 t 10-0-0 t 10-0-0 1 1 2 3 4 5 4� 4-0 81 B2 W:308 W:308 R:1284 R:1284 U:-257 U:-257 -0-0 0 20-M 6 7 8 10-010 0.0 10-0-0� 10-0-0 20-0-0 t 4-3-11 SHIP 3 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchells Building Supply This design Is for anirdivMialtwrildng component not truss system Ithas been ed onspecifications proMedb/Oce component manifactuner W0: Drive_T_0301203_L00005_I00001. ® and done in eaadame with the dared versions of TPI and AFPA design star rtdanI . W respon bifity. b asv rad for mmanla W aoaaacy. Dina ons Ds g n r : BW # LC 16 WT : 100# The building designer at ascertainm that the loads od manufacturer ardfor Ixdld'ing designer prior to tabdcation fim are to be verified by fire comprte TC Live 30.00 psf Du r Fa c s L=1.15 P=1.15 utilized on this design mm or oceed the loading Unposed by me local building code and the particular appicalion. The design assumes that the top dwd HOMEWOOD is laterally braced by the mof or floor shealldng and the boCom dad Is laterally braced by a rigid stt rrg material Erectly atladted. unless otherwise TC Dead 14.00 p s f Rep Mb r B n d 1.15 rreted. Bracing sis for lateral support of components mantas only to reduce budding length. This component W inm t be placed any noted. Rep Mb r Comp 1.00 ®TRUSS arvironmerd that will arae the moisture current of the wood to aceed 19% anNor cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf 444 5 Nor;hpa rk Or. am brace this Inas in accordance with the following slandams: Jodd and Crating Detml Reports• amlable as oaput from Tnawel software, '�M1%Vircar- 'euhnuiccooVoINIExTSAFErYINFORWTIOr- BC Dead 7.00 psf Rep Mb r Tens O.C.Spacing 1.00 2- 0- 0 Colo Spr7ngs, CO 80907 Wood Truss Council aAmerica Standard Design Responsibilities. MOSI 1-03) and SCS! SIMAAFY %EETS by WrCA wO TPI. The Truss Plate Institute M is located at 583 DOwMo Dive, Madison, Design Spec UBC -97 TRUSPLUS 6.0 VER: T6,4.2 VNscorain537%-rhe American Forest ardPaper Association (AFPA)Islocated at1111191hStmet,MN,Ste 800.WaWngta,DC2o036. TOTAL 51.00 psf DEFL RATIO: L/240 TC: L/2 i� TT I te��tes�re 20 unless shGwnb „18 (18 �a.pr "M� 20 g0- ), po liorl� psertruc ural tai les of s°0-' le . Ces ase rams es are dr ass a ve. a stu es to 0-v ld ova 11/21/2005 Job Name: 20' Cust: Mitchells Building supply Truss ID: AG Qty: 2 KCAL MEMBER FORCES: TC 2x4 DFL #1 Plating spec • ANSI/TPI - 1995 This truss is designed using the #LC 16 Wi: 118# BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. i = TC Live GBL BILK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 HOMEWOOD PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, Truss Location = Not End Zone Rep Mbr Bnd 1.15 Loaded adegqPSF usefor sttapER THEY AND 3"BASED GER NAILS FORMULTI-PLY HANGER Line = y a hegor28 Rep Mbr Comp 1.00 quate plescforeggableLblocks VERIFY BLE ING 0bracing NAILS GIRDERS. ARE BldglLengthcean 50.00 ftNoBid9xp Mean height h 00 ft Rep Mbr Tens 1.00 [+ILgablerequired @ 58 intervals, HANGERS MUST2BE RE-EVALUATED (BLS Y OTHERS). 80 UBCStandardOccupancy,HDead Load = 12.6 psf 0 C.Spaeing 2- 0- 0 iI exposed to wind load applied to face. "General PLATING BASED ON GREEN LUMBER VALUES. TOTAL 51.00 psf Design Spec UBC -97 nFFI RATTn- I /76n Tr. I /7d See Gable Details', CD02065035. ao0 TO-TOTOT, POTN6 6TC"ToTO 20- t 1 D-0-0 t 1 0-04 r 1 2 3 4 5 6 7 8 9 10 11 12 13T 4.00 -4 00 3-4 4-04-00 4-0-0 TYPICAL PLATE: 1.5-3 d UR US SUPPORT TT I te��tes�re 20 unless shGwnb „18 (18 �a.pr "M� 20 g0- ), po liorl� psertruc ural tai les of s°0-' le . Ces ase rams es are dr ass a ve. a stu es to 0-v ld ova 11/21/2005 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchells Building supply This design Is for an Individual building component not truss system It has been based on specifications ploAded by the component manufacturer WO: Dri ve_T_0301203_L00005_100001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : BW #LC 16 Wi: 118# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads = TC Live 30.00 psf Du rFaes L=1.15 P=1.15 utilized on this design meet or exceed the leading imposed by the local building code and the particular appikntmes ion. The design assuthat the top chord HOMEWOOD is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise &acing is for lateral to TC Dead 14.00 Rep Mbr Bnd 1.15 noted. shown support of components members only reduce buckling length. This component shag not be placed in any psf Rep Mbr Comp 1.00 ® TRUSS environment that wig cause the moisture content of the wood to exceed 19% andlor cause connector plate corrosion. Fabricate, handle, install and brace this truss In the rolrowing •Jowl coning Detail Repod5 from BC Live 0.00 psf Rep Mbr Tens 1.00 4445 Northpark Dr. Colo Springs, CO 80907 accordance with standards: and available as output Tnuswal software, *ANSVTPl V. Vir= V- Wood Truss Council of Annedca Standard Design Responsibilities. BUILDING COMPONEIrr SAFETY INFORMA'110w - BC Dead 7.00 psf 0 C.Spaeing 2- 0- 0 TRUSPLUS 6.0 VER: T6 4 2pimsconsin (SCSI 1-03) and 16CS1 SUMMARY SHEETS by wrcA and TPI. The Truss Plate institute M is located at 583 D'Onofrfo Drive, Madison, 53719. The American Forest and Paper Association(AFPA) is located at 111119th street, NW. Ste eon, Washington. Ix 20036. TOTAL 51.00 psf Design Spec UBC -97 nFFI RATTn- I /76n Tr. I /7d Optional vent 3-4 GENERAL GABLE DETAILS FOR WIND LOAD BRACING S=34 S=34 Connector plates shown are for example only. See actual truss design for required plate sizes and orientatic Structural gable trusses will generally have diagonal and vertical members other that those shown above. END (FACE) VIEW rs ineering dard DWG# C002065035 Max. 12' eave unless noted on drawing. Gable End Truss / III for nailing of diagonal brace, attached to sheathing and truss each end, typ. ypical 2x_ strongback Truss spacings per designs. Thaler) brace along back ce of gable, braced with or - 45 degree diagonal c_ (typ.) braced to roof L_ i ieathing as shown.. ,,.„ ,r ,r, , . +,.Ili _ 11 WALU BEARING SUPPORT + Indicates stud members that require bracing) SIDE VIEW 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE UD LIMIT OF 50 FOR COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS V-3"). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR/ DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. 7) ALL ITEMS 1-6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN #5 MUST BE ACCOUNTED FOR, EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE #1" CHART ON THE DESIGi4:DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING TX01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWNG ONLY. NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. � F S/04 ` W rn m -J 4 82 .12/31/02 p/k DATE: 3/20/2002 or CNI\� REF: GBA �� OF CALIFOP� DES: L.M. THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR T ® DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT ,►__I SMEs I -��� � APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. � F S/04 ` W rn m -J 4 82 .12/31/02 p/k DATE: 3/20/2002 or CNI\� REF: GBA �� OF CALIFOP� DES: L.M. GABLE END DETAIL .UMBER SPECIFICATIONS: SHEATHING ON ONE FACE REQ: ?X4 #2 DF—L CHORDS SHEAR DESIGN BY OTHERS ?X4 STD. DF—L STUDS 16-14-10 OR 20-10-10 PSF. LOADING CU10VT FOR 2X4 CUTOUT FOR 2X4 70 MPH WIND LOADING OFF SwU' 1 '°N STUD' + FOR CABLE ASSEMBLY GREATER THAN 5-10" IN HEIGHT SEE CE -2. ADD-ON SAME SIZE AND GRADE AS TOP CHORD 16d NAILS AT 12- O.C. I 1 ADD ON SPLICE TO OCCUR VARIES AT PANEL POINTS WITH - CLUSTERS 2-16d NAILS A 3-5 OUTLOOKER . DETAILS HORIZ. VENT' MEMBERS i� NOT REOUIRED Qin!3 1.5-3 ONE SIDE AND (2) 14 CA 2STAPLES ON OTHER SIDE OR (5) 2" 16 Go. STAPLES 12 x IVARIES n A I 3-5 MIN. 0 t L.; 9 cO PLATE AS `T : �-' FS's `FI JrnZ 3-5 rn FULL BEARING WALL `� �N0� 04..982' M y i nOPTIONAL CANTILEVER �x I I� Tfr � r�L t.31iv? UP TO 24" O.C. UP TO 48" WITH STUD C WAL L,, +vfftt UP TO 24" NO CHANGE • �- ;.aL1F�F � SEE IXJTLOOKER DET err nrTAn �L// 2. - 16d NAILS BEVEL GABLE END FRAME DIAGONAL BRACE AT CENTERLINE OR AT GABLE END FRAME -,---,16-0" O.C. 2X4 DIAGONAL BRACE AT TRUSS 45 DEC. CENTERLINE OR AT 16'-0" U.C. MINIMUM BRACING DETAILS - SEE STRUCTURAL 16d AT 24" O.C. DRAWINGS FOR ADDITIONAL REQUIREMENTS BEARING CONNECTIONS ARE THE SALE RESPONSIBILITY OF THE ENGINEER OF RECORD, DETAILS ON THIS PAGE ARE SUGGESTIONS ONLY AND ARE NOT TO BE UTILIZED WITH OUT THE BUILDING. DESIGNERS APPROVAL, EC T I ON G E SEE TPI HIB -91 FOR OTHER BRA(, RECOMMENDATIONS Optional vent 3-4 1 GENERAL GABLE DETAILS FOR WIND LOAD BRACING S=3-4 S=3-4 Connector plates shown are for example only. See actual truss design for required plate sizes and orientation. Structural gable trusses will generally have diagonal and vertical members other that those shown above. END (FACE) VIEW rs ineering dard DWG# 0002065035 Max. 12' eave unless noted on drawing. Gable End Truss for nailing of diagonal brace, attached to sheathing and truss each end, typ. i ypicai zx_ suungoaa Truss spacings per designs. (whaler) brace along back face of gable, braced with + or- 45 degree diagonal 2x_ (typ.) braced to roof sheathing as shown. _,..__ r. -. c,. _....__..._....__,....,.,_..... WALL/ BEARING SUPPORT + I • Indicates stud members that require bracingt SIDE VIEW 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE UD LIMIT OF 50 FOR COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS V-3"). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR i DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. 7) ALL ITEMS 1-6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN #5 MUST BE ACCOUNTED FOR, EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE #1" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING TX01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. 2X NOTCHES CUT INTO TOP CHORDS NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. j, c-'ofrSS/pyo\ ME (� 4 82?p r .1213Ilue W DATE: 3t20t2002 CN �� ��P REF: G BA . OFCAUFOP THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION ', ►,` SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR ,r ® DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT __'AS=Ei M APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. j, c-'ofrSS/pyo\ ME (� 4 82?p r .1213Ilue W DATE: 3t20t2002 CN �� ��P REF: G BA . OFCAUFOP TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 CO01003160 . 11/14/02 Users of Truswal engineering: TX01087001 The TrusPlusT11engineering software will correctly design the location . requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. In general, this bracing is done by using Truswal Systems Brace-ItTM or a 1 x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A 1x4 or 2x4 structurally graded "T" brace may be nailed flat to the edge of the member (up to 2x6 web members only) with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both edges of the member if two braces are required. The °T" brace must extend a minimum of 90% of the member's length. For 2x8 and larger web members, bracing must be done per building designer, or 2. A scab (add-on) of the same size and structural grade as the member may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces, or any other approved method, as specified and approved by the building. -designer. ,1. EXAMPLES 2. L kQE 90% L 90% L Please contact a Truswal engineer if there are any questions. cAmsot7icelwi nword\brace-new.let Mckisson i.% Ass, ,dotes ?`Li.`S JCB NU. . 1 490 hligh�+':y 59, Suiie 8 ��57�5jj,GcH rr_ti' Gridley, CA 95948 Ph. (530) 84%-6376 Dar Fox (530) 846-6358 DESIGN PROJECT NAME ,49_%( PROJECT ADDRESS CLIENT J BUILDING TYPE LL �f CODE Type or arrangement of lateral resisting elements (table ) STRUCTURAL DESIGN INDEX DESCRIPTION PAGE NUMBER FROM TO STRUCTURAL DESIGN CRITERIA LATERAL LOADING A6 WIND PRESSURE P: 2 �• EXPOSURE/ MPH: G MP Ce= V l'; I • �* Cq= �. It Qs= Ivo .4 Iw= 1.0 SEISMIC FACTORS ZONE: R= •(&4- Z= I= �: O Ca= Cv= MATERIAL SPECIFICATIONS & STRESS SOIL Test Classification Embedment CONCRETE -z" 5eno vz:�l MASONRY REINFORCEMENT STRUCTURAL STEEL WOOD ma-.11thew McKisson PROJECT Archit.ect 1490 Hlghw'ay '99, Suite B Gridley, California 95948 x . . . . ...... R1% 24e) 9?v MY t- 67 -rAA U ofLg OF DATE . . . . ...... R1% 24e) 9?v MY t- 67 -rAA U ofLg Matthew M° Kisson PROJECT SHEET N0. ' C�'l� J:S .��-�- of Architect 1490 HI hway 99, Suite B `���1 �c3�� 9 %7 Gridley, California 95948/3,,,�,�s DATE 2'-O" GARAGE DOOR HEADER 4x j`2 MIN- , I II I I,I .2'X8' APA RATED 5HEATHING 3/8" 1 11 APPLIED TO ONE FACE. NAIL WITH I,I 8d COMMON OR GALV. BOX NAILS " 11 @ 4" O.C. ALONG EDGES. AND G" I I° O.C. IN FEILD `I 4X4 D.F. #2 CHORD TYP 51MP50N PH179W/ SCREWS OR EQUAL AND 5/8"0 55T81 G 2"X. P.T. 51LL 112" A.B. ANCHOR 60LT5 WITH 7" MIN EMBEDMENT W/ 2" 5Q, X 3/1 G" PLATE WASHERS 0A L t-iT6 CO bV- W/ M zW/M 19 4-,`G(2LP a NAIL- ie I� �J #4 TOP 4� BOTTOM SHEAR WALL AT GARAGE DOOR SCALE: 1/2"= P SINGLE STORY, 51NGLE O ING I G' MAX. EXP.gOZ A n CDF FIRE SAFE REQUIREMENTS AP# 065-190-006 PERMIT # 06-0274 NAME: Lee Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved or concreted. Grade will not exceed 20 percent. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. Required if driveway is over 300 feet in length, will have a minimum turning radius of 40 feet from the center of the road and be located within 50 feet of the buildings. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] Gate entrances shall be at least two feet wider on each end than the roadway they serve. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. Where a one-way road with a single traffic lane provides access to a gate entrance, a 40 -foot turning radius shall be used. Addressinq [X] All buildings shall have a permanently posted address, which shall be visible and legible from both directions of the road the address is located. The address shall be posted at the beginning of construction and maintained thereafter. Accessory buildings are not required to have a separate address posted. [X] Size of letters, numbers and symbols for addresses shall be a minimum of 3 inch letter height, 3/8 inch stroke, reflectorized, and contrast with the background color of the sign. . [X] Where addresses cannot be seen from the roadway, the address shall also be posted a single post located at the intersection of the driveway and the road. c IC F R E Q U I R E M E N T S rAk Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [ ] 1) All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. See "Other Requirements below. [X] 2) For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [X] If your property was part of a parcel split after July 1991, you may be required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. [XI If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Fully enclosed eaves on entire structure [ ] If Building Setback is Less Than 15 Feet: ✓ Class A roof with fully enclosed eaves on entire structure and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal [ ] No Additional Requirements 02/08/2006 Date Last Revision 1/25/2006 Darren Read Signature Job Name: 20' 8Nt l Cates ar�fals�e ap a sare� of angst a�', -rggaa ba"Mes 0a9d 1=eR 1e . Truss ID: Al Qty: 15 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Platin? sppec : ANSI/TPI - 1995 UPLIFT REACTION(S) 1 0- 1-12 1284 3.50" 1.50 BC 2x4 DFL #1 THIS DESIGIJ IS THE COMPOSITE RESULT OF Support 1 -257 lb 2 19-10- 4 1284 3.50" 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 -257 lb BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBG RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, i This truss s designed using the on the truss material at each bearing Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR UBC -97 Code. MAX DEFLECTION (span)) PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes, Importance Factor = 1.00 L/999 IN MEM 6-7 `SL]:E) Rep Mbr Comp 1.00 444 S Northpark Or. GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Truss Location = Not End Zone L= -0.16" D= -0.11' T= -0.28" OUTIC41L MEMBER FORCES: Rep Mbr Tens 1.00 CO O Spr7ngs, CO 80907 HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurricane/Ocean Line = No Ex Category = C TC COMP. WR. / TENS. WR. CSI O.C.Spacing 2- 0- 0 (SCSI 1-03) and BCSI SUMMARY SHEETS by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 583 aOnomo Drhe, Wilson. Bldg Len th = 50.00 ft Bid Width = 28.00 ft 9 g Mean height 7_1.83 ft, 80 1-2 -2207 1.15 / 470 1.60 0.75 2-3 -1685 1.15 / 363 1.60 0.55 Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2 Wisoosin 53719. The American Forest and Papa Assoiation(AFPA) Is lammed at 11111 Gin Street, NW, Ste Bot, Washington, OC 20038. roo = mph = UBC Standard Occupancy, Dead Load = 12.6 4-S DEFL RATIO: L/240 TC: L/2 psf -2207(1.15 % 44571(1.6600 0.75 �378(010.6U 6-7 % 2025(01.015 0.669 7-8 -378(((1.60 / 2025(((1.15 0.69 WB COMP. WR. / TENS.(WR.) CSI ' 2-7 -610 1.15 / 214(1.60) 0.16 3-7 -082 1.60 / p9((1.153 0.40 4-7 -610 1.15 / 214 1.60 0.16 1014'111:8 I 3-7-13 1= 0-3-13 77-0-0 33-0� 33-0� 7-0_0 7-0-0 10-0-0 13-0-0 20-0-0 t 10-0-0 r 10-0-0 t 1 -2 3 4 5 MO 4-4 B1 B2 W:308 W:308 RA 284 R:1284 U:-257 U:-257 -0 6 7 8 ' 1010-001 1010-0 10-M BUTTE COUNTY BUILDING UI VI APPRQN/hE-D. t 4-3-11 1 HIP 0-3-13 S 8Nt l Cates ar�fals�e ap a sare� of angst a�', -rggaa ba"Mes 0a9d 1=eR 1e . 11/21/2005 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchells Building Supply This design Is for an Individual building component not truss system It has been on specifications proVkiod by the component rnanulactr WO: Drive_T_0301203_L00005_300001 ® and done in amordance with the anent hensmns of TPI and AFPA design standards. No responsibility is assured for dimersional aowrecy. Dimensions Ds n r : BW # LC = 16 WT: 100# are to be wuified by the component menulaawer MWor building designer pia to fabrication. The building designer mai ascertain that the bads g TC Live 30.00 psf Du r Fa c s L=1.15 P=1.15 HOMEWOOD utilized on this design meet or aceed the loading imposed by the loan bulging code aro assumes particular application. The design asses thin the tap chord Is laterally traced by the roof a Boa sheathing and the bottom chord is laterally braced by a rigid sheathing material directlyattached, uhiess otherwise rested. Bracing shown is for lateral support of mnponerds maroers only to reduce briding length. This component shall not be placed in arty TC Dead 14.00 ps f Rep Mbr B n d 1. 15 ® TRUSS erwironmertthatwillcausethemoisturecotentofthewoodtoeceed19%andlacauseconreaaplatemroslon. Fabrir�e,handle,Instali BC Live 0.00 psf Rep Mbr Comp 1.00 444 S Northpark Or. and brace this truss In acoordance with the following standards:'Joint and Curing Detail Reports available as output from Tmswal software, Rep Mbr Tens 1.00 CO O Spr7ngs, CO 80907 'ANSUM 1', 1IVECA 1'- Wood Teas council of Anedca Standard Design Responsibilities. BUILDING COhPOf•ENT SAFETY IMFORWATIOtr- BC Dead 7.00 psf O.C.Spacing 2- 0- 0 (SCSI 1-03) and BCSI SUMMARY SHEETS by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 583 aOnomo Drhe, Wilson. - Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2 Wisoosin 53719. The American Forest and Papa Assoiation(AFPA) Is lammed at 11111 Gin Street, NW, Ste Bot, Washington, OC 20038. TOTAL S1.00 psf DEFL RATIO: L/240 TC: L/2 gob Name: 20' Truss ID: AG Qty: 2 4t1TICAL MEMBER FORCES: TC 2x4 DFL #1 Plating spec • ANSI/TPI - 1995 This truss is designed using the BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, Truss Location = Not End Zone Loaded adegqPSF usefor stapplescforeg THEY --PLY ANARE D 33""EHANGER NAILSGER NAILS FORMULTI-POLY pp� y BldglLengthcean50.00 ftNoBidg Widthegor28 00 ft quate ER VERIFY GgAaBbleLblocks CIRDERS. IF THE ARE SOTHERS). h 80 [+ILDING gable0bracing riegsuired @ 58" inteLE rvals, HANGERS MUST2BE RE-EVALUATED (BYLS nroof StandardiOccupancy,ADead Load = 12.6 BC Iexposed to wind load applied to face. PLATING BASED ON GREEN LUMBER VALUES. psf See "General Gable Details', C002065035. WO: Dri ve_T_0301203_L0o005_J00001 ® 1 3-7-13 1= G-3-13 4-02-:60 N � � 20-2 1 o-10 I 1 ao-o 1 2 3 4 5 6 7 8 9 10 11 12 13 4.00 -4 00 3-4 4-3.11 [SHIP 0-3-13 — a2a0-a � _4 PLATE: 1.5-3 OURTY 04-0-0� no J 2�07TYPICAL DIVISION. •P Vj".BUILDING Tti I temsar���lesare20 �nlesss<, -n L1g'h ;"�'�6, 0-'U" 20� ��° 11/21/2005 Ciraeo tares a se frame rates are dlon ass a e. h ble s alp to 0-v Id by s I le . AR GRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchells Building Supply This design is for an individual building component not truss system It has been based on specifications provided by the component manufacturer WO: Dri ve_T_0301203_L0o005_J00001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility isassumed for dimensional accuracy. Dimensions Dsgn r : BW #LC = 16 WT: 118# are to be verified by the component manufacturer and/or wilding designer prior to fabrication. The building designer must ascertain that the loads TC Live 30.00 psf Du rFaes L=1.15 P=1.15 HOMEWOOD utilized on this design meet or wreed the loading Imposed by the local wilding code and the particular application. The design assumes that the top chord Is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly altadied, unless otherwise rated. Bracing shown is for lateral support of components members only to reduce budding length. This component shall not be placed In any TC Dead 14.00 psf Re Mbr Bnd 1.1 S P ®TRUSS environment that will cause the moisture content o1 the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf Rep Mbr Comp 1.00 4445 Northpark Dr. and brace this truss in accordance with the following standards: t Joint and cutting Detail Reports available as output from Traswal software, 'ANSVTPI 1', %NTCA V- Vbod Truss BC Dead 7.00 Rep Mbr Tens 1.00 O.C.Spacing Colo Springs, CO 80907 Council of America Standard Design ResponsiNii0es.'BUILDING COMPONENT SAFETY INFORMATIOR - psf 2- 0- 0 TRUSPLUS 6.0 VER: T6.4.2 0=1 "3) and TSI SUMMARY SEEET V by wrCA and TPI. The Truss plate Institute (MI) is located at 533 vC„ohto Orhm. Madison, Pwsoonsin 53719. The American Forest and Paper Association (AFPA) is located at 111119th Street, NW, Ste coo, Washington. DC 20038. TOTAL 51.00 psf Design Spec UBC -97 DEFL RATIO: L/240 TC: L/24 Optional vent 3-4 1 GENERAL GABLE DETAILS FOR WIND LOAD BRACING S=3-4 S=3-4 Connectorplates shown are forexample only. See actual truss design forrequired plate sizes and orientabon. Structural gable trusses will generally have diagonal and vertical members other that those shown above. END (FACE) VIEW Is ineering idard DWG# C002065035 Max. 12' eave unless noted on drawing. Solid block between trusses Gable End Truss for nailing of diagonal brace, attached to sheathing and truss each end, typ. ypical zx_ strongbacic Truss spacings per designs. rhaler) brace along back ce of gable, braced with or- 45 degree diagonal c_ (typ.) braced to roof teathing as shown. WALU BEARING SUPPORT + Indicates stud members that require bracingl SIDE VIEW 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSIITPI REFERENCED.BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE UD LIMIT OF 50 FOR COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS 6%3"). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE O BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR / DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. 7) ALL ITEMS 1-6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS. APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN #5 MUST BE ACCOUNTED FOR, EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE #1" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING TX01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. BUTTE d UILDING APPR �Q 9� J 4 82 -;0 12/31/01 OOFCS 2�/ DATE: 3/202002 GB -1 THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR aimDETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT ,_____'SW'Ei S APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. �Q 9� J 4 82 -;0 12/31/01 OOFCS 2�/ DATE: 3/202002 GB -1 PEAK PLATE: 3-4 (2x4) 5-5 (2x6) 6-6 (2x8) MAXIMUM 1'-0' EAVE WITH 8'•0' MAXIMUM BLOCKS @ 32'o.c. OR 2'-0' EAVE, BRACE SPACING MAXIMUM, WITH 4x2 12 OR BTR. i OUTLOOKERS CUT INTO GABLE (I - 32'o.c. 2x4 /2 MINIMUM CONTINUOUS )� STRONGBACK BRACED TO ROOF I I1 STRUCTURE AT 6'-0' MAXIMUM. I - _ it STRONGBACK AT: 2x4 STRONGBACK BRACED 4'•10' CLEASPAN, 70 MPH AT EVERY 8'-0' MAXIMUM 1.5.3, TYPICAL 4'•1.S'CLEARSPAN, 80 MPH CONNE&ION MINIMUM GRADE CHORDS AND STUDS 2x4 STUD/STANDARD. STUDS TO BE MAXIMUM 24'o.c. BC SPLICE; 3.4 (2x4) 5-6(2x8) 6-6 (2x8) . A MAXIMUM 40 PSF LIVE LOAD. 80 MPH WIND EXPOSURE C. LESS THAN 20'•0' WALL HEIGHT. Q�So,- CING DETAILS No. C A40 rn Exp. HEEL PLATE: 3-4 (2x4) 5.6 (2x6) 6.6 (2X8) BRACE WALL BRACING PER BUILDING DESIGNER. CONTINUOUS BEARING WALL BUTTE COUNTY I � ` WITH IjOdINUNAILS AT 24' o.C. TO THE WALL PLATE. BUILDING DIVISION N L• UF4��SNOWN) SECTION A GABLE END FRAMING CONNECTION DETAILS (MI!�. AI RLHGll9RE 2x4 SOLID BLOCK WITH 3-16d NAILS 8d AT 8' o.e. GABLE STUD SHEATHING TO GABLE EA. END AND Bd NAILS FROM SHEATHING TRUSS, Bd AT 8' o.o. TO BLOCK AT 8'o.c. 1.PJA' ( ~ 1-16d 16d AT 24' D.C. / 2.16d 18d 1 SOLID BLOCK �\ AT Y. ' NOTCH � 32' o.a. 24'o.c. \ WITH 2.18d TOE• 2. ad NAILED EA. END 2.18d 2x4 BRACE WITH 4.18d NAILS SPALANO UAIE UBC CONTINUOUS 2/11/99 GABLE DETAILS... WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Inn ll . Q-1 % 1-I 4n 11111—n.Al tludnino C(lmponelll II INs been lased On spoobcal.on& provdoA by the Componant manulaciwM and AOM In 0.u. a.al.lWlxn «dl. In. wuunt wwons of 1 PI and AFPA dea.gn Standards. No tesponatps.ty N assumed lor d.meryloMl ecCwwV- Um.nfwns ata ' m be w'f-1 ray Ins rmnlxm.nl mAnutA .norm And'nr ouddmd dosldnw prior In IahnCAbon Tim bultdino dosgrmr shad ascertain that the IoaA& utuuort on i st -ins n maxi h e spoof, sChire rd 13 Li wally tRl ray II.o Ipl:el building heAt hinge. it is assumed UWI the tap Chorless la liflaffilemsely t ecal 11 da tool Or nuW tnlMlnmd and ins CdtOm Ching a Literally butetl M e ngq SneAlNng mAlohal duotlly dltacnaA, una57 OlnMnse noted eraanp mown u I,o w.IAI auppM w h,urnp.nw.la n4ll..he1. onj 10 rmb,w huCAlulu Length. In* Coh,,Wtaot sl, 91 nos of, placed to any e.—lunsnl Thal QWaysWi SYS78MS »'a Ouse IM molslute concent at Ins wood sxcwd 19%antllw cause Connector plMe cMo]wn. Pabocats, MMB. 111130111and oreo. tnr& Ms to set uoWnc. «rah Ins hltlo«mg standard&. JAUSCOM MANUAL' by Tn1A«aI. OUAUTY CONTROL STANDARD FOR METAL PLATE CONNECTED IIMWAL SYSIfArZ COWCAMIUN WOOD TnUSSE 3' - LOST -6e). -NANOUNO INSTALLING AND 9RACIN0 METAL PLATE CONNECTED WOOD TRUSSES' • pd8.91) and Y118•0I SI IMLlARV SNLE t' by TPl TM bus$PW. Instdul. RPI) Isblind at 583 00mbio Om.. Madan. W.scon&n $3719. TheAmencon fared ao,t P.II.r Asaoc.bon IAPPA) n locoed as 1250 Cwvm: scut Ar.. NW. St. 200. Wu"on. UC 20036. GABLE END DETAILS .UMBER SPECIFICATIONS: SHEATHING ON ONE FACE REQ: ?X4 #2 DF—L CHORDS SHEAR DESIGN BY OTHERS ?X4 STD. DF—L STUDS 16-14-10 OR 20-10-10 PSF. LOADING cuTDUT FOR 2x4 CUTOUT FOR 2X4 70 MPH WIND LOADING OFF STUD` , ON STUD' FOR CABLE ASSEMBLY GREATER THAN 5-10• IN HEIGHT S SEE CE -2. ADD-ON SAME SIZE A14D f GRADE AS TOP CHORD 16d NAILS AT 12. O.C. ADD ON SPLICE TO DCCUR VARIES AT PANEL POINTS WITH - CLUSTERS 2-16d NAILS A 3-5 OUTLOOKER DETAILS HORIZ. VENT' MEMBERS NOT REOUIRED 0 I 1.5-3 CNE SIDE AND (2) 14 CA 2" STAPLES ON OTHER SIDE I a OR (5) 2" 16 Go. STAPLES Ib 12 i x 'VARIES in 0 C4 �,:. 3-5 MIN. UK#I- `° 1 PLATE AS /T. r v�Q`i 2 3-5 FULL BEARING WALL J jNoli 0`59x2• " OPTIONAL CANTILEVER �X�{�1r�a1102 / UP TO 24" O.C. UP TO 48" WITH STUD C WALi C�, flL UP TO 24" NO CHANGE �•', • � � ^ALI�OFN\P P ,TTE COON SEE OUTLOOKER DET f1 CCC CTAl1 , \L _ TY BUILDING DTVI SluN ' BEVEL GABLE END FRAME APPRpVED CABLE END FRAME 2X4 DIAGONAL BRACE A7 CENTERLINE OR AT 16•-0" U.C. MINIMUM BRACING DETAILS - SEE STRUCTURAL .. DRAWINGS FOR ADDITIONAL REQUIREMENTS 16d AT 24 O.C. BEARING CONNECTIDNS ARE THE SALE RESPONSIBILITY OF THE ENGINEER OF RECORD. DETAILS ON THIS PACE ARE SUGGESTIONS ONLY AND ARE NOT TO BE UTILIZED W11H OUT THE BUILDING DESIGNERS APPROVAL, SEE TPI HIB -91 FOR OTHER BRAL RECOMMENDATIONS 2• - 16d WAILS DIACONAL BRACE AT CENTERLINE OR AT 16'-0" O.C. TRUSS 45 DEC.' SECTIOIJ A GE 1 TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 11/14/02 Users of Truswal engineering: CO01003160 . TX01087001 The TrusPlusT"" .engineering software will correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. In general, this bracing is done by using Truswal Systems Brace-ItTM or a 1 x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A .1x4 or 2x4 structurally graded "T" brace may be nailed flat to the edge of the member (up to 2x6 web members only) with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both edges of the member if two braces are required. The "T" brace must extend a minimum of 90% of the member's length. For 2x8 and larger web members, bracing must be done per building designer, or 2.. A scab (add-on) of the same size and structural grade as the member may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces, or any other approved method, as specified and approved by the building: designer. EXAMPLES 2. "T" B RAC E /M"11_ 90% L L - (`t:. .; uNI 63 Please contact a Truswal engineer if there a&PapphyRquestic cAmsofticeW nworMbrace-new.let Mckisson & Associates Mr r�s It-LL�� JOB 1490 Highway 59, Suite B { 1 i'SG Gridley, CA 95946 F—� SHT. NO. of Ph. (530) 846-6376 DATE Fax (530) 846-8353 ' DESIGN PROJECT NAME PROJECT ADDRESS CLIENT BUILDING TYPE V N LL �,__ C-1 CODE FIS Type or arrangement of lateral resisting elements (table STRUCTURAL DESIGN INDEX DESCRIPTION PAGE NUMBER FROM TO STRUCTURAL .DESIGN CRITERIA LATERAL LOADING WIND PRESSURE P: �L �- w EXPOSURE/ MPH:/ GM{P Ce = a V; I Cq= 1.14,7 Qs= Ivo 9' Iw= 1.0 SEISMIC FACTORS ZONE: R= .1&4- Z= 1= 1:0 Ca= • 3(0 Cv= MATERIAL SPECIFICATIONS & STRESS SOIL Test .b00 Classification Embedment CONCRETE .0i MASONRY REINFORCEMENT A.&IS STRUCTURAL STEEL ..D BUILDING DIV15tiapp T C-1 CODE FIS Type or arrangement of lateral resisting elements (table STRUCTURAL DESIGN INDEX DESCRIPTION PAGE NUMBER FROM TO STRUCTURAL .DESIGN CRITERIA LATERAL LOADING WIND PRESSURE P: �L �- w EXPOSURE/ MPH:/ GM{P Ce = a V; I Cq= 1.14,7 Qs= Ivo 9' Iw= 1.0 SEISMIC FACTORS ZONE: R= .1&4- Z= 1= 1:0 Ca= • 3(0 Cv= MATERIAL SPECIFICATIONS & STRESS SOIL Test .b00 Classification Embedment CONCRETE .0i MASONRY REINFORCEMENT A.&IS STRUCTURAL STEEL ..D BUILDING DIV15tiapp T PROJECT BEET N0. 0. Matthew McKisson' Architect I �? 14�90 Hlghway '99, Suite B Gridley, California 95948 DATE w1mv WIN V vz,6p Y Zt*-7/ 6&q e, it" FLt7 - ---- ------- . ...... N 40TAA 4 - (o 19 Of AA F-150 M r7,1A Ze do) PAL FP 0 a - 45� v SU178.COUNTY BUILDING DIVISION APPROVED Matthew MC Kisson PROJECT " SHEET' N0. A� chitect G12��,5 ��� % OF 1490 Hlghway 99, Suite B Gridley, California 95948�li �1' r DATE GARAGE DOOR HEADER 4x (,Z MtoV 2'X8' APA RATED 5HEATHING 3/8" APPLIED TO ONE FACE.'NAIL WITH 8d COMMON OR GALV. BOX NAIL5 @ 4" O.C. ALONG EDGE5. AND G" O.C. IN FEIL.D 4X4 D.F. #2 CHORD TYP 51MP50N PH132W/ SCREWS OR EQUAL AND 5/8`0 55TD I G 2"X. P.T. 51LL 1/2" A.B. ANCHOR BOLTS WITH 7" MIN EMBEDMENT W/ 2" 5Q. X 3/1 G" PLATE WA5HER5 �I NA 1 L :�;NT6 To H.012 . 2 0 W/ giA N J ! p F � � a TO °I II I I II #4 TOP � BOTTOM SHEAR WALL AT GARAGMEIMSION UNr SCALE: 1/2"= V SINGLE STORY, SINGLE OF—ENING I G' MAX. C-119,41,23 e,cP°ADZ 0 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 15 -May -2002 2002-0024981 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. THOMAS VAN WAGNER AND KAREN VAN WAGNER REAL PROPERTY OWNEMESSOR 6494 WOODWARD DR. hIAII INC, ADDRESS MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP 14585 `FOOD DR. INSTALLATION MAILING ADDRESS, IF DIFFER -7., ;! MAGALIA BUTTE CA M., 95954 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") MAILING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS- OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP 02-0700530)538-7541 BUILDING PERM I TELEPHONE NUMBER 5-15-02 IG ATURE OF LOCAL AOFICIAL DATE EXECUTIVE MES DEALER NAME (if not a dealer sale, write "NONE') 92081 DEALER LICENSE NO. FLEETWOOD 2002 WOODLAND PARK MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER CAFL217A/B25627-WP12 45 X 26 PFS0758558/9 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNWLABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER SEE ATTACHED A.P. # 065-190-006 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK -Applicant GOLDENROD • Building Dept. ^.• H.9.+r�' ,.y U f'iYi�de�!aSi6' � ., t�,.l'w:.b � kn.l'_ MOM frt ��t y .T�'>T'1.v;.1{Y 'sy+*..o[L .��.. sCr "'i `efir{y IDN r ` ,q 3 pxiF�q .'ar •�'f ~, F®UNtDATION SYTEMt<. 17 �I t..t t ha NVQ-Jir A T o -P !�'7 ''` � k1't ��` f��Y.Z.0 �j� 't.y"' qr tc ti tY{�{$ i i�. "'C.4�t«"• l tih�v �Y,�'i,' � � �,�•" t f�~ y !'.. .a. f;..kf F'-•hTY uS,. .r '.i: ✓'(�y:�.:i:." i7"^M. '. �.}:SL�ta+F ��' �:t.+'h�.i..iA Ytir.ii�1�,�L�� a...'L^I L 4�iK. A.W,� ��...otr[v_-.tine.,.��..+o.rA..`d .'._1wY�w,.r.. /.,:.s.►..:..12. �I.'t .•...r_.sat.ai.-�k.`J:....e.o�'.t.......w+�YEkr�aY�+..alu+Jli �:.ris+...tt:rvj-Js93+a.k.Ne.v�w�9�"•f++:75�~:+�.^l BUILDING PERMIT NUMBER: 02-0700 Address or location of unit: 14585 WOOD DR., MAGALIA, CA. 95954 Legal Description of Real Property: . A.P.# 065-190-006 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: THOMAS AND KAREN VAN WAGNER Owner's address: 6494 WOODWARD DR., MAGALIA, CA. 95954 INSIGNIA OR HUD NUMBER: PFS0758558/9 SERIAL NUMBER OR V.I.N.: CAFL217A/B25627-WP12 MANUFACTURER'S NAME: FLEETWOOD YEAR: 2002 OFFICIAL APPROVING INSTALLATION: DATE: 5-15-02 PHONE: (530) 538-7541 H.C.D. 513C FILE No.534 05/06 '02 PM 12:35 ID:EXECUTIVE HOMES FAX:530 891 8753 PAGE 2 to STATE OF}}^.LIFORNIA BUSINESS, TRANSPORTATION MID MOUSING AGENCY NUMSER. DEPARTMENT OF MOUSINO AND COMMUNITY DEVELOPMENT 8689417 IF%t DIVISION OF CODES AND BTANDAROSMANUPACTURED MOUSINO PROGRAM `'"�`�� MANUFACTURER CERTIFICATE OF ORIGIN ' vAN 4),4Q4/ ❑ CHECN IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. it IRE 1W rCOMMERCIAL-COAC NUMBER OF 1 SFD (SINGLE FAMILY DWELLING) IJMUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS 2 OCCUPANCY GROUP FLNZTWOOODD p8OMRS Or CALITORNIA, INC. 9534 T9 '�T" �fbl aVa • 9000 TED REI Po BOX 1306 WOODLAND CA 95776 -------- UnIa Ur MANUFACTURE: WOODLAND PARx 4453A 2002 104/30/2002 F DEALER OR TRWN_#FEWEE (OMER81HIP TRANSFERRE=TO): CALIF.D ER NUMBER R-9LCURITY X/H SHOW/NORTH, INC.TRANSFEREE DESIGNATION. ATE OF TRANBF R: DBA, EXBCUTIVN HOURS 92081 05/01/2002 ID OR TRANSFEREE ADORERS: BS 42 nBpLANADE CHICO CA 95073 1 ; 'DBUTSCHA lINANCIAL SIIRVICRO 1 71TTRjCR a R 9 Stint 0 BOX 611997 CI OT LOUIE KO sate 63141 Z( SECTION )d MANUFACTURER SERIAL NUMBER NCD INB10NIA OR HUD LABEL NUMBER I.ENOTH INCHES INCHES WIDTHF19, 1 CATL217A25627-WP12 PP00758559 944 160 2 C"L217E25627-WP12 PFOOIS8539 544 150 16,60 1 I I TRANSPORTER NAME: ' 1 D i R TRMBPORT , TRANSPORTER ADDRESS: BOX 179 Ce DURHAM CA 95938 DESTMATION FOR UNIT DESCRIBED ABOVE: Su1� Z t WIV unda penally M Pw1wy "mia' IM Iw& o1 oy BtnO Of CNNomh BW IrM 4bov. t.ap Sr. mA am tomo(. exnWgdon 04/30/2002 „ Wo LAM YOLO (Date) IN (oun T IrN� SIONATURE OF AUTHORIZED AGENT 1' ORIGINAL (PINK) FORW�j� E INVENTORY CREDttOR, UNLESS THERE 18 NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFERE6J:COPY t INMRE) FORWAEDEPARTMENTAT P.O. BOX 1828. SACRAMENTO, CA MW2.1828. WITHIN FIV! (S) DAYS OF RELEAB6..COPY 2 (YELLOW► DELIVETRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER NCD 403.0 • Slde 1 - (7V97) 03/18/02 14:05 BIDWELL TITLE CUSTOMER SERVICE -' 530 891 8753 scot o 11E0WIM0 er blDMELL TITLE i ESCRCM CO. I 3-920602 -Lr1I i ANO wNEN RECOROEO WAY. To Karen Van Magner 1— 6494 Woodward 6'•„; LMagalia, CA 95954 I r ! stec Fee Che - B. 00 MAIL, TAa BTII(YENTS Che -1, M,my s.n« SAME AS ABOVE Aemn. � .' L AO. 65-190-05 6 06 The undereieo..a Recordod t 8.00 Official Records f County of f Butte I Candace J. Grubbe t Recorder ! 8:006m 15 -Jun -92 ! BVTC FM 2 SPACE ABOVE THUS LINE FOR RECORDER -.S USE THIS Grant Deed 2Ry FURMISNEn 6v BIO — WELL TITLE a E9CgOW COMPANY Documentary transfer taxi, 5 0.()o ( )computed on fullvafucertyconvcycJ or This Conveyance con orpropfirms Joint Tenancy f ) computed on full value less value Of liens and encumbrances remaining ate a of sale R&T t, wife.11911 f x) Unincorporated area: ( ) FUR A VALUABLE COVSIDER ,and ner A'itON, receipt of which is hereby acknowledged Karen Van Wag, formerly Karen Hoover hereby GRANT(S) to Tenants TboleAv Van Magner and Karen Van Wagner, 4 448bantl and wife, as Joint the Coun6ry o ng described real property in the butte State of california: SEE LEGAL DESCRIPTION ATTAMID Dated: June 11, 1992 Karen VanMagner L of ealifamia y of l j SS, beton: me, the undersigned, a ivou rY public in end for said State personally OPmrcd 1 ally known 10 me (or proved tome on the basis of satisfactory Scale to be the petson(s) whore names) i$/ere subscribeA to the inatru Ment end acknowledged to me that he/sheA ey executed e in 1116/her/their authorized cap acit ignature($) on the instrument the erg ica). and that by his/her/ of which the pereon(a)acted eaecutedott(s) or the entity upon q°rr••rarr�•ror•theinstrument,°n. my nano antiIOr ��.4J.-Wre,��t� WylA try , #trrrr°MM■rtrr°rr.rr. a eTE-0(pq (t4 t�tl� fThia AIL TAX aft” oRciai noterial seal) M$TATEMENTB A8 DIAt:CTEA ABpVE N0.976 P005 �y :}i LEGAL DESCRIPTION PARCEL A 92 -26 12 7 The North one-half of Lot 432, as shown on that certain Map entitled "Flit HAVEN SUBDIVISION" which Map was recorded in the office of the Recorder of the County of Butte, State of California, May 19, 1955 in Book'21 of Maps, at pages 31, 32, 33, 34 and 35. PARCEL B The South half of Lot 432, as shown on that certain'Map entitled, "FIR HAVEN SUBDIVISION", which Map was recorded in the office of the Recorder of the County of Butte, State of California, May 19, 1955 in Book 21 of Maps, at pages 31, 32, 33, 34 and 35. EXCEPTING AND RESERVING THEREFROM all of the valuable minerals beneath the surface of the said lands, with the right to mine and extract said minerals, it being agreed and understood that in all mining operations the surface of said lands will be protected against damage and chat all mining shall be carried on from tunnels, shafts, ar drifts haviny their orifices outside of the surfdc�! area of the above described realty, all as excepted and reserved in the Deed from Magalia Mining Company, a corporation, to E. D. Storts, et ux, recorded September 4, 1947 in Book 423 of Butte County Official Records, at page .385. rt.% v, rnr :wr;ri i%*r*N,,r 194"87 SECURITY MOBILE HOME SHOW/NORTH, INC. EXECUTIVE HOMES 3042 ESPLANADE PH. 530-891-6992 ' CHICO, CA 95973 / 1_4288 210 DATEo9s y PAY TO THE ORDER OF DOLLARS Ld Wells Fargo Ban N.A. California • www.welisfargo.com FOR — -- ------ II'0 19 8 71I' .�: L 2 L04 288 2�:0 L 700 760041I' �- NOTES RESIDENTIAL t ' PERMIT NO. _ 065-190-006 02-0700 VA ,i WAGNER; TOM &_ KA WOOD DR., MAGALIA CONT: EXECUTIVE HOMES NEW Mk PERM FND. St41 t rY 1{` THE HCD FORM 433A FOR THffMH CANNOT BE f" RECORDED UNTIL ONE *OF THE FOLLOWING HAS i—BEEN TURNED INTO THE BUILDING DIVISION: (I) LICENSE PLATE(S) OR DECAL (THE.,. ` " INSPECTOR MUST RETREIVE). ' r . (2) STATEMENT OF FACTS (ONLY ON ;NEW MH'S). ` INSPECTOR TO VERIFY SERIAL & LABEL #'S'�. ' 7 6-2r (/ SPECIAL CONDITIONS F CHECKED BY SRA FLOOD CERTIFICATE REQ. 4` FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address k t� GAS Ism . es f Meter By Dat }tt ELECTRIC Ri Meter By Dat , F JOB FINALED (Date) A O r� a � Signature ell� /= OK 0 = Not OK = NotApplicablP MOBILE HOMES = Not_Ready Date ' MOBILE HbME UTILITIES (Plans) OK except #'s oning Requirements -Setbacks -Easements ls; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4., W , Location -Test -Easement Needed (Sketch) EI city; Location- Clearances- Grnd-/ /Amp -Concrete Gas; Location -Test ,^)) -,rap;-/ ft W /" L'. / /' Nat. or /� v /"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 H_0ME INSTALLATION (Plans) OK except #'s o ' Requirements -Setbacks -Easements Foylin;Size-Spacing-Marriage Line Gas• Test -Demand -Valve -Connector lectricity; MH Test -Crossovers -Breakers -Clearances 5. in; MH Test -Fall -Flex Connector r 02. JZ. o ter; MH Test -Regulator -Connector J. eater and Sewer Connected -C/O to Grade -HD Approval IV Gas apd Electricitv Taaoed 9. Tjp"Downs-Type-Installation Cert. /Ljr 14L l u o (Exits; Insp.-Sketch 11. Carl. of Occupancy yc.0Permanent Foundation Only; License Decal Date ' GJ/j/Z_ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1 A 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- Bea ms- 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 J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss•Shting.-Rfng. 2. Fig., Main; Soils-Elec. Grnd.-/ /" Fig. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel- Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel- Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 72. 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 M-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes ❑ 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 84. A.C. Unit Disconnect, Electrical -Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing MECHANICAL (Permit) OK except #'s 87. 35. A.C. Ducts Insulation & Support 88. 36. Vent Fan, Exhaust above insulation 89. 37. Condensate Drain & Overflow, Size & Grade 90. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 91. 39. Attic Access & Platform if Furnace in Attic 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Date FRAMING (Permit) OK except #'s Date 40. Sits Proper Materials & Anchors Card B-1 Date Card B-1 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 Tingle & 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 & Romex 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 El Yes 82. Following Instid./Drive ] Yes ] No/Walks ] Yes ] No/Planters ] Yes ] 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: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT No. (Rev.12/96) APPLICATION AND PERMIT A YYT ASSESSOR PARCEL NUMBER 065-190-006 ZONING RT -1-A BUILDING PERMIT _ OWNER Van Wagner, Tom & Karen TELEPHONE SO. FT. OCC. BUILDING VALUATION 1208 R 65 32.00 64V "boo Agra Dr. Magalia 95954 ONTRACTOR'S NAME -- xecutive Horlies ' ' TELEPHONE 3(42DEsllanade Chico CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 65 232.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 - 0.00ARCHITECT Permit Fee 486.50/2 $ 243.25 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2.3.00 BUILDING ADDRESS 14585 Wood Drive Ma Energy Plan Checking Fee $ $ PERMIT FEE $ 286.25 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 5 . 00 Each gas water heater or vent 15.00 TYPE OF WORK New §l Addition ❑ Remodel ❑ Utilities ❑ installation ❑ Other ❑ Describe Work: new 26'8" X 424" Orr MH on Foundation Gas piping system 1 - 5 outlets 1 5.00 5 , 00 Building sewer 15.00 5.00 Mobile Home S I G I W @20.00 PERMIT FEE S 65.00 ELECTRICAL PERMIT Fling Fee 20.00 600VR LESS Main Service 20OA OR LESS 23.00 2 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class (� � 11 Lic. No. (0y o59:5 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DwE3.5Qso UP. OR ADDNS. ( OCCAiOTICou�TL StT NEW CONST. MULLOVG NON-RESID. , @7.50 APPARATUS 8 SINGLE OUTLET CIR. .00 EX. Occup. OUTLET OR FIXTURES SAL @ 1. 0 FIXED Ex. Occup. ouTrs AESID OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the ,! performance of the work for which this permit is issued. 1>� 1 have and will maintain workers' compensation insurance, as required by Section X 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' co pensation insurance rrier and policy number are: Carrier- } �a- 1pt 1 , Policy Number U24- 3?9 - O 1 (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' 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 th comply with those provisions. X _ Date Signa ure ofplicant - ❑ Owner ❑ Contractor fp Agent An OSHA perm is required for excavations over 5'0" dee anq glemolition or constructior�. of structures over 3 stories in height. Receipt No. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE T AL FEE $ .10 4.AZ.D-compensation This permissued under the app icable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ,A ate 0 PERMIT EXPIRES ON d'- I IDa tA WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT FA- 4A?4-ed 3 - z(-, o z �T'SSu v S/3 _a z n ' rnaza s- m- - OZ INTER-DEPARTMENTAL,MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM:, I IC.Q , ENVIR. HEALTH, Cl DATE: S , Cha RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL: AP#: —00(o ADDRESS/LOCATION: Comments: r GUmemos/releasehold w • + ii i 'y • s w • + ii 'y • s Wes a COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ` 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 _ PERMIT APPLICATION DATA SHEET CoS— I ��-00� OWNER: (,(� ASSESSOR PARCEL NUMB R Proposed Building Use: Counter Technician: Dater O� Iteems required in order to a ply for a p mit. All boxes MUST be checked OR marked NA in ord r to apply. 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 03. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 04. Engineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. I&7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other .•. emaining items needed to issue the permit. (May require additional plan review upon receipt of t �e ollowin lite ) 4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... , _I5. Statement of Intent for Non -heated and A/C Buildings................................j.% I ....... .. ® 16. Sanitation and plot plan approval from the Environmental Health Department in 10 7 City of Chico Plumbing permit .................................................. 1•California Department of Forestry plan approval paid. Sen 19. -Planning approval for (A) Use: p K (B)Parking: () C arcel Check: ❑ 0. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. IR 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner)..................... Letter of Signature authorization.................................................................... 7. Recorded copy of Agricultural Acknowledgment Statement .................................... 28. Manufactured home utility clearance ...........::.:: '............................................ ❑ 29. E•' �''sting violations 6d/or expired permits.........�ll.t.. .. ...................... ® 30. tyrant Deed, M M.H. Title/Statement of Facts, MJLetter from Legal Owner, CIPCheck to H.C.D. $ ❑ 31. Other: When issued Telephone — and hold for pickup. I have been informed o e bove items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered:2 Plan Che etter 2. Ad ' ' nal items required Contracto designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by _�.J�Date: ©2— '116ctor, designer, owner, was advised of the ab e d a by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date. J-� o- Z_ Plans approved by: R Date: 1 a2 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: -�v�s Yellow: Building Division /P COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7.COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 Iftiffivt-ri SEDULE Q FEES DUE A P # (1 fJ 1 (1l PROPOSED BUILDING USE V 1 1. BUILDING PERMIT Balance Due ......... Additional Fees Due ... Additional Fees Due ... Revised Plan Checking Fe 2. SCHOOL DISTRICT (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division). 1100 Residential x $360.00 = $ Units DATE J v RECEIPT # DATE REC. Commercial (sq. ft.) ............... x $0.03 = $. Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... x = $. # Units Amt. Commercial (sq. ft.) ............ -X-=$ Sq. ft. Amt. sayi3 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 1/ 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER, TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6100) 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. VLA/ly 1 r w -'— PROPOSED BUILDING USE 1. BUILDING PERMIT FEES�C-- --Balance Due ........................................................ $ J --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ Revised Plan Checking Fee .......................... :...... $ CHOOL DISTRICT F E )aid at District Office) HERIFF FEES (paid at Building Division) esidential.................................... 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 $510.00 (paid at Building Division) "7 SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.mr #/ � ve DATE. RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE -3 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) School District:.., , )d A.P. Number 4& Property Owner Property Location/Address Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) /Building Department No. �ounty Lot No. 1W ......................................................................._........................................, Residential Development F71 Sq. Footage e No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection); 0 New , Addition Department Representative Sq. Footage (Including Exterior oofed Areas) .0 D00001- Date moor rians reviewea oy Scnool uistnct Personnel) tification No. t "" O6 School District certifies that (Applicant) 6 (Street Address) (Phone Number) r-� 7..3 (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $���/; Y'(J representing / %4/ square feet. AB 2926 $ FULL MITIGATION $ School District Representative Date Paid by Check # Remarks: A `,% W r /..,C// 4i Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (budding department), Pink (school district) feeform.xls (10/98)dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 9965 20tl2-1010221 8E6 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:59AM 30 -Apr -2002 I REC FEE 7.00 1 COPIES 1.00 1 I 1 I I I Alyce I Page 1 of 1 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 operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. 1 All that real property situate in the County of Butte, State of California, described as follows: -The 0 0� to+ 4SZ, cam, -:5bouo n on -+ha cer�c�� e,n �A Vle d Fir tAaoon SLA_b& v i si on ''� w'V)kQ h, pro _-hC, \9 55 P�c��S -3,4 / _r)CL 3'D Date &Z ,2Q 2CbZ PROP TY OWNERS: State of California County of On // a �ZQB� before me, kumm to me (op proved to me on the basis of satisfactory person(A e b to evidencey p (A whose name( $ is/ar-e-Subscribed to the within instrument and acknowledged to me that he/she4hey executed the same in him authorized capacity and that by his/keheir signature on the instrument, the person instrument. s,9+j or the entity upon behalf of which the personx acted, executed the WITNE y a and ofFicia , eal. Sig ature` Seal: .-.,PAIGE HA R tMIWM 012P _ - A.P. # C�(o� 9 0_s 0(j-� Adi%nn.EAS d FILE No.457 04/25 '02 AM 07:58 ID:EXECUTIV HONES ENCAOACHMEP % PERMIT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 CoLINTY CENTER DRIVE, OROVILLE, CALIFORNIA 95905 FAX: (530) 538-214.0 APPLICATION FAX:530 891 8753 PAGE 2 7 i4OTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone: (530) 53$-7681 PERRY' M I DISTRICT IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and Itlghways, all In accordance with County ordinances and general laws. (All Information except signature must be typed or legibly printed.) NAME: /OirlC�!1��.... -- ...._ SIGNATU : _ .. MAILING ADDRESS:—...__.,: --r•,..,. PHONE:—....._ 6&L-'�.�9.��' ,,, __ ., — DATE;.., -- OZ.,_ LOCATION OF WORK T.O,BE I70NE. TYPE OF OE10r4@K I4 @E.PONF% 1. Curb: ❑ Gutter: U Sidewalk: U (PLEASE CHECK) 2, Driveway (List Typo)!_ _ __... _ .._.--_..•, -, — 3. Underground Conduit: _. 4. P�E3RdiTSRANTED In compliance with your above request, and subject to all terms, condltlons (Including those printed on the back of this form) and special conditlons wrltteljibe�% permission is heraby granted. SPECIAL CONDITIONS: L.I. All work shall conform to accompanying Date Surety; Yes IJ No U Expiration Data:___ . ....._.—__._.. .— Detail plans 1,a Special Conditions lJ. Mike Crump Dlroctor of Public Works By__ _... • • SITE PLAN REVIEW APPLICATION Date: 3-26 -- AP# Permit Number (if applicable) (25`) — 0 0' APPLICANT INFORMATION Parcel Size: A �' Owners Name:y Vj 12� &t\j - -7-0- `y «(Z 6 IJ Owners Address: t'i ®o w A f�� f�2 - r6 L1 >� CA 6)S,0)59 Telephone No.: Situs Address: 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 L-0 Date Page 1 of 5 It ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: 11 Snow Load Area: -2.p'aa -T--O 25C3a fit- ' • ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) 10 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: X I • Flood Panel No.:p i G --D �L— Index Date: 8 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit • F-1AgriculturalWorker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: r� — i — A 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 L Side Side Street Rear c' 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 V Applicable Development Fees: 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 ❑ 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 13 Deeds: Date of Creation: 2 a — &-7 Legal Access Provided: ❑ No 0 Yes Deed of Reference: 1 ti S9_17_6tij Legal Access Required ❑ No ElYes Parcel Frontage on Publicly Maintained Road: No , Road Name: WCa b DTZ Complies with County Standards for Deed Creation: No ❑ Yes Comments: 1 ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements • ------------------------------ Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: • ❑ 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 on slopes steeper th 30%. The Erosion Control Plan must be prepared by a registered civil engineer or othe� 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 and/or 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 4 of 5 f`, a C, 0 u Summary of Specific Requirements: I 1� 0 .� �. - (�1� i� -T'N �U is7� �-►�+1� � D � � Lp'�Y�Is.t� .. 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�Building Permit Site Plan Reviewl.doc Page 5 of 5 04/29/02 09:48 FAX 530 894 5713 BIDWELL TITLE-TITLE DEPT s Since 1913 FACSIMILE TRANSMISSION DATE : April 29.2002 _ FAX TO PHONE # : 538-7785 TIME: 1.0:48 AM ATTENTION: LARRY PAINTER SENT TO YOU BY: Denise Klemm NO. OF PAGES TO FOLLOW: 4 'ORIGINAL WLLL FOLLOW: ORIGINAL WILL NOT FOLLOW: 0 THIS FAX PERTAINS TO :- YOUR REF.: 6494 W OODWARD DRIVE / AP# 065-190-006 OUR NO. 00201764 - 099 10001/005 COPIES OF DEED OUT OF DEVELOPER TO. CREATION DEED AND MAP. PLEASE LET ME KNOW IF YOU HAVE ANY QUESTIONS OR IF THERE IS STILL A PROBLEM. THANK YOU! DENISE BIDWELL TITLE & ESCROW COMPANY 500 %Vali St / PO Box 5173 Chico, CA 95927 (530) 894-2612 Fax (530) 8945713 APA 2 9 2002 D BUTTE COUNTY ►. � , , �'' DSL' ink,! • � �. �' IL CA 1 •; b►. / �'. ,� 1 X111 iV" 1� � Ilk os PI u r ' t � ' .:..W. ��a• air+ Tads. o w .. w • `A tt Z A .. rip Z de a 14 1' 1 � ' IT LLI I's .' .�; .� se• ter . •�Mt�. .. $$ . - lit i ��ir •� :int:• ` N O O Vt .. .. .a � ��g. fir. �r�pi$• � �:f..•. � . I It tag IT LLI I's .' .�; .� se• ter . •�Mt�. .. $$ . - lit i ��ir •� :int:• ` N O O Vt I L 01/29/02 09:49 FAX 530 894 5713 BIDWELL TITLE -TITLE DEPT Return tai Nell fun, St9mre To: •— •• «_ - . htetelia Corp. alger 2?3 eoor��Z7 n6t171 CRAPIf DEED (Indlvldwl) i ,�►l �N � ... a .ems Rs.L q 1`4 For Talus Modred A08>IA! S: ~sod D> C. 9ltEfPlOIDt; Eta byte :. . «: `.CRANI' s �� . C,7 i`! Celitb144 Gaspfa arias all that foal yfogorty altome to tTbs`" Codnty of Butte , stato of Callfornls, detordbod as tallow- ioti h32. L33 and 506, as shcsa on Wat certain Map entitled, aFM l RAVEN SUBDIVISION°, vhieh Map ran recorded in the affiae of the Recorder of the County of -Butte, State of C&WQrgL9 NY 19. 1955 is Boot 21 of Maps, at pages 31. 32. 33,.3E and 35. IM3PnN0 AND RESERVING TFlli8M M all of the valuable sinerale beneath the surface of the said lands, with the right to wine and wrtraet said odneraUs it being agreed and understood that in all 1 fAnia6•operatieee the surface of said lands will be protected spinet damage, and that all such wining eblrll.be carried on from tuaaale, ahafte or drifts having their orifices outside of the euidace arae r of the above described rsatly,,all ai excepted and reserved in the Dead.from hagaltA Mining Compf , a corporation, to B. D. Storts, at us, recorded,3eptembea L, 19,b?, is Book L23 of Bute County Official Ueorde, at page 385• I i .i • t t l • 1 � s-4 oe N;�� sTl�tnsT r HOTACV 9W:V-a1:Os.MA V78YVAl 5i,Cl a,. SM ftwK,SOD cdp+h ' Dated ...._ ..-..--WALIth........._..., i STA(TE OF CAldFORNTA � of Far neeomw Use MY arfdre a eldry Pubud ��A , 1, for I C TV sad tall, av appeared _ it a fiecowED AT THE REQUEST Of f ONOYILLE TITLE C0:4PANI i Mal jGl3ba L•„aw,w to me ro tis the pmaw+�wbAwe aa,nes , •qf. e��.+ � � c •er„�,} 1 dcrip�IdW91AID taapvmene. and wknozoVired b au. v v,'. C� 1 cAa eseerte demo .i Ori , 'laL flFC,O -L•: Or BUTTE CC:VNTT• CALWORNIA l Naavq PUMV -.... M. 65 A -,4w my CamodrrSM espfrif -_AM wee fdQ+LQi2tltlL 1963rx App). No. ._. _.r.... l f -—� ,fAll T1Q 1'TtMOR AS atMM =a Q003/005 v 1• 04/29/02 09:50 FAX 530 894 5713 BIDWELL TITLE -TITLE DEPT 0064/005 Rcc„d,d at d 17474 IIiCDI>l I AT TIE aEvulst OF osovu=s TM -.E caltMY alOdltlE T11lE CaMP111R al1>r.bets D. scuta �.iL,aJ�JS,9. r.4. aG.� vWZK vw'_M$ of 9 8.04001 Avenue _ _. MSE COUNTY. CAUFoaNIA wo w lam. Cft w..'a4► San„ Lereaso, Callinrel� W..— _. b Eanzour Ror •?5597 - ' ' � i-�. � ' GRANT DEED (Carwition) fs�ahanarived HAGA:,Is CORP„ a California oerpor4tioe • GRAa7...$._ ie lCiZ4.ET'H D. F'IZS.fA! . all ttut 0044 propetey 4huate In the C'."' •'d Butte StatedCaldwala,dewibeda,Wlws.: The 30*b belf of lot 432j- as atom on Vot certaic hap entitlod, •FIR 11ATIN 9gBDSYJ51[tJ'�, ulli4l. Pap vas r ecorded in the office of M4 Recorder of the County of Butte, 3tato of Callfc•rnia, ray 19. 3,955 In Book 21 of haps,. at p4des 31, 32, 33i* -A •and 35. s"YCFP71XG AND RESai M 7+MEM7. all of the valueble mi nerals I*ne4t.11 I the surf eel of the laid 2A da with the richt to aloe and e:tT2et sziid f mineral.,, it HeinE speed acid understocd that is all mloLhC operations, • the surface of aid lords }ill be preteetad a6ains: dacage, and that all 3: aaeh tmnite ball be carried eo from tomels, enafts or drifts having Vw2r orifteam outside t* aortae& Brea of the Above described reah., AU as excepted era roaer•ed to Vm Deed from Pagalla Hictar Cor=ny, a eorpratloni to•£r •D.•5toute, ret'ux, recorded 5ertember L, 191•7 ie boot L23 at Bu to County Offilal Records. at page 39S. T wrotena IN %V1T%ZMU'Hf:k0]}. wid tvivatim has ewnded dww pmomto tl lu officethftrtwnto duly authmiml, i dd4 25tA d■yd Fovea 's Sem Fortino, �snere- to �tr.0....._..; , . STATE oo crturoMA ry-Tr*o■dr*-.4 ` '0; .... ....................... . .... a AT�3•P44t1.lss.fl6atf4.. ...X1��.......•Govrafs4>..�, J �=����e�e•••• • � ............ ......... .........2 —ILL ... ..... ........ 6 err ar.4r._ ltwnanf d+6 rw/moft,s, rb,aerad r1r nifH4 ismswe. 04.41. lowi 4. u A. a. u, 4srp op ,ro>d.d v a 648•'1 1 ,x4 r"'A^oa.•. 444 aoMaofr/n/ ro e t s Pp Gftn8 >rwMd ar a,qr. sdjoroMw eP..M b *w*w Aw .i r P� .nrWrt t6 w..... .ter.. d �Sverv4W ilJs+.i a Rw . , d,v� el D.wrr�a y //�' !/...� 0[Od 4111E AHY J an Aa swum is 011 MINI. @m CF DOC ~ C 0 T.23N R3E' ,7 4108 8M ,33.00 .f: 44r oro ass � mr) q 818 @A gor ao i ors sae � ) o/P, ADO 4�f as4 afs yrs (B 405 q� IL32.00 WAD L—.00,- - aesr NJ 044 4w 446 I"a .^ Q [nano IAC he F QQ Jhia map may or may not t" a survey'ef the I-vd deoicted Einroon. You should not ratyupon a for an/ puIposo o ilar than arlentatlon In the panoral locaUo 3 of lite, parcel or parcats depI0406. 04MLL TITLE & ESORDIN CO., exprasslyr Q4aeieims any liability for alleged Ices or 6xrun90 sihicsf may ra_ufi from Wanco on ihls reap. 6s 19 20 Assessor's Map leo. 65-19 Counfy of 8uffe, Colif. 44r oro ass � mr) q 818 @A of)r o/P, ADO 4�f as4 afs yrs (B 405 q� IL32.00 WAD L—.00,- he F QQ Jhia map may or may not t" a survey'ef the I-vd deoicted Einroon. You should not ratyupon a for an/ puIposo o ilar than arlentatlon In the panoral locaUo 3 of lite, parcel or parcats depI0406. 04MLL TITLE & ESORDIN CO., exprasslyr Q4aeieims any liability for alleged Ices or 6xrun90 sihicsf may ra_ufi from Wanco on ihls reap. 6s 19 20 Assessor's Map leo. 65-19 Counfy of 8uffe, Colif. .E No.464 04/25 '02 AM 11:12 ID:EXECUTIVE HOMES FAX:530 891 8753 PAGE ,2 F `-T-om + V l*-'Q1M6Afachdd '20 a Ve_o I tafr�se�ts r�1� Ws�. ,. .^ •. . /V .. ---,Pages .. A r;;� ., (Do _. �tLE_ S UCTUR66 'A EWA& INCLUDINQ' OVERH N(3S SHALL BE LEAR OF ALL EASEMENTS. ( ' A SET BACK OF k ,WT. FROM THE SIDE AND a I, FT. FROM THE EAR PROPERTY LINES AND. ...... FT. FROM THE Wb CENTERLINE .SHALL BE . ;__... CLt:AR OF STRUCTURES AND EQUIPMENT EXCEPT HAN(3 FOF2 A FT. EAVE OVE Duh6 �-f f)(Joi:k-i l.i Q Tt* attached Fire Sada ' requirements mu t be oomphfad ay F.t. oved too C.DC.D..F. J 1��ilwr it (arv(���`�cl y8 11 io 3%--i i AF°ROVEQ UTNE COUN 1 >< rte`. Jn;al Health - Counte 'k Lo BUILDING DEPARRT1MlEi� Date r EO _ - �f Enviro mental'Heaith S�c.:�arur� ... _ ��v�sedQ SI//oZ Ab 2002 r J3 U-4 1) C"/L) i'z , ,. Cis , Califomia .I 5t fan IV 6)t o -W0O'D uiNK Aar u900 4 Ph . �� �'•' ' Rp /R` t vR N ° c � FDREST� !C /� 1F DEP ted' ubm� ko roved ass . oongpnS ed with - . apPra°�ao ed heet . t� T Aatt6ched FiWS,jft uirerners must and improved MOTE: " See the attached R krements/ ---�a eS -o -7 o 0 -W-i E APPRO.V- E.6 FILE No . 422 04/22 '02 AM 10:36 I D : EXECUT I. VE HOMES FAX:530 891 8753 PAGE 2 1. Owner's Name: T& rvv-) rZg2.*ti %AIJ / A 4 fv 2. Assessor's Parcel Number:_ 016 $ ' y _ Gbh I(o 3. Installer's Name: E x-0 CUZ i v e or" es 4. Is the site currently under permit? Yes[ j NoKj Permit No. 5. Is the site an existing site? Yes[ j No[,)q (If yes, furnish two plot plans). 6, What is the electrical rating of the mobilehome? fy O Amperes. 7. What is the mobilehome site circuit breaker rating? a C) Q Amperes. S. What is the electrical rating of the mobilehome site? a 0 0 Amperes. 9. Is the main service remote from the mobilehome site? Yes[ j No[,,P<f it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ j NoO If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load= _ Ainperes- 11. Type of gas service at mobilehome site: Natural[ j Propane] None[ j 12. Size of gas pipe at the mobilehome site from the meter or tank: 3 inches. 13. What is the gas pipe length from the meter or tank to the mobilehomeLOU0.). 14. What is the mobilehome gas demand? o v v B.T.U.* *(This information is not required if the pipe lenifth is less than 6 feet on natural gas or less than 50 feet on propane). May 1995 } 4j I.{ Mobilehome Manufacturer: .�-�� Manufacture YealOo`� If other than single wide, furnish -Setup Model Number: +�� 3� ,aLoyo CLA14<_ Widtho , I it (ft.) Length: 15�S (ft.) Tagalong or Expando Size (ft.) x (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[') Other: SUPPORTS: Concrete block[('] Other: a Provide Tie Down Specifications for all Mobilellomes: Pier Footings Sizes and Location Line 1 SINGLE WIDE MULTI -WIDE Line 2 Line I Line 2 ................................................................................................. Main Beams Line2 ............ ............................. ...........................................:........... e 2 Line I Line 3 Line 2 ................................................................................................ Main Beams ........................................................ ........................................ Line 2 Line I .................................................ine 3 Tag or Triple ine 4 ine I Line 1 Piers: Size minimum: a xe? ( Spacing maximum: C) From ends -maximum: ` Q Line 2 Piers: Size minimum: [ ] x Spacing maximum: From ends -maximum: C) ` Line 1 Openings Size minimum: [ ] x [ ] Each side of openings with width over: I ` Line 4 Piers: Size minimum: [ ] x [ I Spacing maximum: ` From ends -maximum:` Line 3 Roof Loads: 02 Size minimum .2y 30 Location (from front): 31' " A S' I " v Line 5 Roof Loads: Size minimum: Location (from front): int (%91�,9G,cJE,Q OVER ia;000 Z�e.ve /iAG i9L i,q 665--- / X10 — 006 BUriE c011rerrr BUILDING DEPARTMEN' APPRA&ED N 0 C: L0 N v C0 N co (0 C) M L0 C5 z x rs r-5.-6" -5a,. I OP' v { �r 0 -PT ' 0 3 BEDROOM 01 � LTJ 173.6 SOFT. 6 = t'6� I nn 0 V EGRESS LLI U. 22'-0" ¢ NGTES: I) This floor may be built as an exact mirr,r MY) image about the length and/or width axis 0 2) Actud tributary sidewaa length has been r. increased per offset design configuration. O 19L c - C SCR!PT'O;V ir, Iv&%4T LIKC. 1 46"X58° I V. SLIDER 0 5. 21 7.6 A N 2 1 36"X58" I V. SLICER 11 T.,,. 5.8 B 14 1 14'X40" 1 V, SLICER 1 2.1ri 1.2 CN\I 7 ' 46' To" =1XED 12.0 - s #� 2 1 30'X�u' , H. SLID— 15.81 3.c 1 -1 lam I 8'-14.. 1 5 -. I'-6"(SEE KOT T2) - T 1 l"7 HEAT TAPE RECEPT ON UNDERSIM Or FLOOR 3= 1.4 vZF U6 PI=R 5 A 20 "L L TO=D.L IOTAllliI LC�.N4 L11M MOW tu�DS MAX HT 119" (LK Ir 0'-0' 1 0'-0' ;IC50 rg t'4 32 1'-4- I'-4' 1 =0 2 At i-6 22 8�T-1C'.32 115'-0' t5'-2'7000 3E t5'-3' 5 13 ,V -111 7050!48 15'-2' 6 145'-8' = 58 7'-1C' 32 ' Wimies 2' Wag is Reglr'red si AlR 2.6 P.iR wR 30LL 10"O.J Loam! LCc,,vM :Wel FKW tuh MAX. Hr. MS' WZl 1 as II T300 18 1'-8'132114 4. 0 V 1'-4' -%00 2A 7'-6' 23 8 7'-10' 32 15'-0' 15'-2" 9100 3 A W� 31'-9'1 3T'- t 1' 9100 4 6 15 _" 8' 45'-4' 45' -fl' F 4900 5 A Y-10 32 • tadicates 2' Ileeriea is Re wed i c��s-- l9v-od,6 APPROVED PFS Corporation Madison -4 120102 (SE? NOTE (J2) 'BUTTE CO --U 3anuh HUD ldanufactured 'BUILDING ;D PAR. Home nst�r�ian & A � — _ ;E afetvStardard i71ur zlr•,lu•v �, v NOFI i — yr — t ^ 2 0 FECc?i.(-q1 ELECLrnEM) $ Srarm f UGH7, FMFE NER-109AT S>UE CE:ECTGR iVL CCOR tnu ruNs. C= MICT. Put fax 5XIG A;R REG. AR n3P?LY RMSTM [,1 SUFF-CRT POST ;AGS RETURn Am GRILL 1 BL41K — ` — 1 I s 0 u 17 �Ir. jMrwxD FLOORPLAN I M`L -4'r dJ_ REv.,(kL;LAtN@PR 18.122R IJ -4'x 44A' loc`` IMANS&. AJ'RM I5'= - 4'#J'Y n 0 IV �o r �j cn Ol N A t rq J- o,. 2 to o C3:i C. cc) Z -i :;P m M q C77 �7 r � cn n� rn \ ( a rTt G � sIANIMRo w a I-- v - .. W --- b _ppT�pNq� r- 57 hs { y WIL LA cm p 0 In 'a u N �. ^� Y. m Y C>p p• m I. CD 32. Cbl m 00 OR ® SES TfGHN�CAI t_L d — N ►.� na " •�' Q 1 A rL SEi 'TECHNICAL W INSTA1UfICN WAldlf/ll INSUALtAVION (MUAL M o m U ft OPT.RECE55E19 ENTRY 31 441 A I A. H O ' ' M E S :-• •• �. �: • L_- -mmi Him y q\■Y■ ■dqt■■IR■■ Ems ------------ EXEMEM® •`qAREA q�l @= MEMO ■■■qq■n��a ■qld■qd�■■Z■dddC■MM =MHN■ddld■ VINING�4■�d�pl �'.Igg1 1' /q01 1■■■■■! �f■dWdq/■■ ��■■■■qql 1. �qp�■■� dH■■�grk " IKE ■■■dd■dd■■I WN ddt■cz 13EDROOM O ■dd 1 ■dd■■■■■ A dlfNl VI EMIMMUME �� ®Iiy�� �p U■tW■■P OPT.RECE55E19 ENTRY `2"x 2"x VIE.. STEEL ANGLE 4 W a To m ; Kareu� Ton�3Y�' Wood fir•.' mo�.V:Aa. r - CD N m (Tl c In r- m N m 0 N Lo 0 m DETAIL "A" CHASSIS FRAME 1/4" GRIPPER PLATE (2) REOUIRED 1/4" GRIPPER. BASE 1/2-13UNC-A347 x 4" BOLT WITH NUTS (4) REQUIRED 01 t/2" SCH 40 PFPE RISER WITH - 01/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO - 01/2" ADJUSTER HOLES ABESCO ABS PAD $543 STEEL'FRAME SEE DETALL 11A 3/E" CAD PLATED $O;.T, NUT be WASHER COUNTER BORED FLUSH WITH BOTTOM AT 8" O.C. (8) REQUIRED 1/4" STAND BASE J /— ABESCO ABS PAD #503 COACH "C" FRAME 2" CHANNEL 1/<"x1-1/<"-� TEK STS (2) REQUIRED 1' I C—BEAM ATTAC HM ENT 1/4.• 1/4" GRIPPER - "` BASE 1/2" A307 BOLT -(2) REQUIRED 3/8"x 6"x 6- STEEL PLATE- 1/2" LATE"1/2" A307 BDLT-- (2) REQUIRED 36" IAdAX i — 10.04 - TO BOTTOM. OF PAD � o_ / p 3" C.R. ,0.00 a LOCK PIN WITH 01/8" BRIDGE 0 PIN _L 89/f6 HOLE (TYP) STAND BASE i TOP VIEW r No -1 /? r 37" 1s 1/2" 10 TUF-1 PERMANENT FOUNDATION SYSTEM ABESCO-GUS GUARD C0AaANY 5851 ltiLOR1N - PERKINS ROAD SACRAWN110, CA 95823 PH: (800) 382-8831 FAX: (916) 383-5207 ,-----COACH "J" FRAME ER 1/4"x1-1/4" TEK STS (4) REQUIRED 1/4" GRIPPER j BASE J -BEAM ATTACHMENT 112" A3o7 BOLT (4) REOUIR£0 B" I/2" DIA: HOLE (8) PLACES r I--= --- 30" — --- - -- --� _STEEL FRAME TOP VIEW STATE APPROVAL 1 C7 L7 cl 0 O m a3 tl 0 z a s a > u �o<�o J Ci tj x ` in v) ._ 0 w w O 2 m fY� O 0 o Z a C Q o < 1 � � to) m 1 WAYNE T. POLVADO, PE—LISTING NO. F94249 SHEET 1 .1 3 m O V Lo LU CQ Q r - m N Lr) m m m v Ln 0 N m m N Lo m N CD GENERAL NOTES GUS GUARD TUB' -1 ' I. RESIGN' LOADS: UVE LOAD - 30 LS. FLOOR. LIVE LOAD - 40 PSF WIND LOAD - 80 MPH EXPOSURE 'C" SEISMIC ZONE '4" *SNOW LOAD 100 PSF (SEE NOTE 1151' 2. THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE VITA NO EXISTING SOIL PROBLEMS. 3. CHASSIS BEAM.SUPPOP.TS SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE 'MOBIL£ 140ME INSTALLATION INSTRUCTIONS", 4. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, MANUFACTURED HOME SHALL BE READJUSTED WHEN DS EXCEEDS i/4", OR WHEN IT WILL ADVERSELY AFFECT MOBILE HOME UN(T. 5, CARRY ALL FOOTINGS DOYEN TO FIRM, UNDISTURBED SOIL. FOOTINGS AR: DESIGNED FOR 1.000 PSF TOTAL LOAD SOIL PRESSURE, AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. COMPACTED -SAND MAY BE USED TO FILL LOCAL VOIDS UNDER PADS. 6. STRUCTURAL STEEL: FABRICATED ACCORDING TO A(SC SPECIFICATION. WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES -370 PLATES -ASTM A36 BOLTS -SAE GR 5=ASTM A449=ASTM A3725. . 7. THE GUS GUARD ASSEMBLIES SHOWN ON THIS PAGE SHALL BE LISTED AND LABELED BY BSK AND ASSOCIATES FOR THE FOLLOWING LOADS: ALLOWABLE LOADS: HORIZONTAL VERTICAL GUS GUARD TUF-1 2200# 6000E GUS GUARD MGP PAD 2200# 6000# GUS GUARD E -Z TIE PAD 2200# 6000# 6. DURING PRELIMINARY INSPECTION, THE ESTIMATOR SHALL ENSURE THAT MOBILE HOME CHASSIS BEAMS ARE OF STANDARD SECTION. 9. EXISTING COACHES MAY BE RETROFITTED TO RESIST SEISMIC FORCES BY INSTALLING GUS GUARD -TUF-1 UNITS AS SHOWN ON THIS PAGE OF..IYPICAL fOUNBATIOW PLANS. 10. THE GUS GUARD TUF-1 SYSTEMS ARE SAFE FOR INSTALLATION IN FLOOD PLAIN AREAS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE HEIGHT OF THREE FEET. t t. MULTIPLE UNIT INSTALLATION IS ACCEPTABLE PROVIDED THE NUMBER OF TUF- i UNITS UNDER EACH UNIT IS THE SAME AS SHOWN REQUIRED PER EACH UNIT. 12. SINGLE -WIDE UNITS REQUIRE ADDITIONAL RESTRAINT. • (SEE SHEET j3) �. 13. ALL METAL CDMPONEM75 AND ATTACHMENTS ITEMS SHALL BE PROTECTIVE COATED. 14. WHEN CONCRETE SLAB 15 IH EXISIANCE, PAD IS NOT 16. FOUNDATION BLOCKS 16'x 16"x12" POURED IN PLACE AT GROUND LEVEL MAY BE USED AT INSTALLERS DISCRETION ALTERNATIVE TO PADS. r SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES E= 2' MIN. / 8' MAX. E= 2' REN. / 11' MAX. 5= 6' MIN. /16' MAX. 1 S= 6MIN. / 22' MAX. I+ - VARFES 10'-70' (SEE jTABLE ON SHEET #3) — ' � 1 RIDGE BEAM REQUIRED BY 0 ❑ ❑ SUPPORT AS MANUFACTURER (TYPICAL) I-1 ( ) r, , LJ 8' Nom. f I 2' NOEf. PADS IN ANY PAIR MAY BE STANDARD U.H. FOUNDATION, ROTATED 90 DEGREES OR OFFSET TO OTHER SIDE TO PIERS AS RECOMMENDED BY THE MANUFACTURER OR THE PVC SERIES SUPPORT AVOID CLEARANCE PROBLEMS. ENGINEER. TYPICAL THROUGHOUT ' L PAD (TYP) Pv. 17918 s7 jr ) REQUIRED. ANCHOR STAND TO CONCRETE SLAB WITH TUF— 1 PERMANENT FOUR (4) 1/1"x 3 1/2" EXPANSION ANCHORS. FOUNDATION SYSTEM 15. GUS GUARD TUF-1 FOUNDATION SYSTEM PROVIDES ALLOWABLE SNOW LOAD TO 100 PSF WHEN INSTALLED AKSCO-GUS GUARD COA+IPANY WITH EXISTING STANDARDS REQUIRED BY COACH 5851 FLORIN-PERiCINST20AD 34ANUFACTURER OR REPLACE THEM ON A ONE TO SACRAMENTO, CA 95523 ONE BASIS. PH: (800) 382-8531 FAX: (916) 383-5207 STATE APPROVAL Z 0 o z 0 o �U 402 < 2r � E0 ; cam• j :o W L' r - (s) N lf7 m' m m v to r CS) CV O 0 N LL 0 I - C'4 0 1/2"x 3 1/2" - EXPANSION ANCHOR ,. (4) REQUIRED 1/2"z 8" LONG ANCHOR BOLT (4) REOUIREO CONCRETE PAD INSTALLATION POURED IN PLACE 16x16x12 CONCRETE FOUNDATION INSTALLATION CHASSIS FRAME 3/4" DIA. r. 18" LG (4) REOUIREO 3/8" CAD PLATED BOLT, NUT & WASHER COUNTER BOREDFLUSHI WITH BOTTOM AT E" O.C. \ (8) REOUIRED C LIGHT HEAVY -WEIGHT PLASTIC PAD INSTALLATION 1/4" GRIPPER PLATE36' MAX w (2) REQUIRED TO BOTTOMOF PAD bdULTi—WIDE UNITS SINGLE YI(DE UNITS LENGTH OF WIDTH OF HOME LENGTH OF WIDTH OF HOiii 1/4" GRIPPER BASE HOME 24 26 28 40 + HOME UP TO 10 12.74 16 44' - se i /2"x 3" C.P.. a 8 8 12 UP TO 44' 6 6 6 6 1/2-13UNC-A307 x 4 • r 44'-1" to 66' 12 12 12 18 44'-1' to 66' B 8 g BOLT WITH NUTS / LOCK PIN WITH OVER 66' 16 16 16 22 OVER 66' 10 — 10 10 (4) REQUIRED I 01/8" BRIDGE NUMBER OF Till REOUll PIN NUMBER OF 1UF-1 REOUIREG NOTE: SINGLE 1410E UNITS REQUIRE (4) E-2 TIE PADS. GUS GUARD TUF-1 PIERS ARE 01 1/2" SCH 40 PIPE RISER WITH c TO BE PLACED AT APPROXIMATELY EQUAL INTERVALS ALONG EACH FRAME RAIL. 01/2" ADJUSTER HOLES AND 3/8" I t THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO ° !at 2ADJUST 7'' f / ER HOLES +� 'ABESL`ii- ABS7 PXD ---... — fI. PPROVA.L. Vw r STEEL FRAME C 1z 12 car—[=1 19 m Z E A V s Gm :' -a:o. fns.. r'� 1 c �• o _ CAll bil)_i -o, \ TUF-1 PERMANENT !? E: re ' 18 1/2„ FOUN DATION SYSTEM d < y m Tin 0 gag ABESCO GUS GUARD COMPANY 2 5851 FLORIN — PERKINS ROAD SACRAMENTO, CA 95823 PH: (800) 382-8831 FAX: (916) 383-5207 WAYNE T. POLVADO, PE—LISTING NO. F94249 SHEET 3 o! 3 % p � CDF FIRE SAFE REQUIREMEN11T��S AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. / 1273.03 Grade. Not to exceed 16 percent unless paved. I 1273.04 Driveway Radius [1Q 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2'. The length of vertical. curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�1 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�(.] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [�,j, 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 AP # PERMIT # �NAM�� ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. DO 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates 0 1. Gate entrances shall be at least two feet wider than the roadway it serves. [X]. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to -stop without obstructing traffic on that roadway. [ 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All parcels 1 'acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 I AP # PERMIT # NAM Other Requirements [X If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves If Building Setback is Less Than 15 Feet Choose any 3 of the"following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials [ l Date Signature Page 3 of 3 11 E.H. USE 0 LY o Plot Plan Attached Slott Plan Attach d Sant to T0: Building D gni FROM: ronmental Health SUBJE Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other i i,.w Hold final for: Final clearance O.K. fo (VOTE: Envirdnme 6/96 alth Specialist Date Exterior • Fiber cement siding built to resist weather damage • Full 3:12 roof pitch for exterior eye -appeal • 2" x 4" exterior wall construction provides a sturdy frame • Transverse floors with 2" x 6" floor joists for better support • 36" inswing front entry door with deadbolt, peephole and brass knocker for your family's safety Interior • Decorative vinyl covered sheetrock wall panels that are easy to clean • Standard 17 oz. carpet In all living and bedroom areas for high performance and low maintenance • Textured ceiling throughout (vaulted In some areas) provides an open.look and feel Baths • Easy -care laminate countertop with hand laid, 4" ceramic tile backsplash provides attractive color accent • Recessed medicine cabinet provides, - convenient storage space in each bath • Ceiling exhaust fan provides extra ventilation In each bath • Window In each bath to provide natural light • Moen® single lever shower faucets • Moen® 4" dual lever faucets - "Buy it for looks. Buy it for life" Kitchen • Brand name appliances provide confidence and hassle -free service - 30" free standing gas range - 14 cu. ft. frost -free refrigerator • Moen® single -lever metal faucet • Bank of 4 drawers provides convenient storage for your utensils • Double cell porcelain sink adds flexibility in kitchen activities • Elegant crown molding provides a finishing touch to overhead cabinets Utility, Safety and Energy Features • 30 gallon electric water heater is efficient and requires low maintenance • Intertherm gas furnace provides name brand confidence and hassle -free service • Overhead utility shelf for added storage space • Zone II insulation package for energy efficiency includes: Low -E white vinyl framed, dual -paned windows, R-22 ceiling, R-1 1 wall, R-11 floor • Shut-off valves at all. plumbing fixtures for your convenience • Plumb/wire for washer and electric dryer provides convenient hook-up c� Note that square footage is measured from exterior wall to exterior wall, and' is an approximate figure. Length indicated in �) floorplans is floor length only. Renderings and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal. Ask your retailer for specifics. (Add four feet to arrive at transportable length.) •I ■w�PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. ® ®1996 Optional Features • Dishwasher and garbage disposal for quick and easy kitchen clean-up • Skylights of various sizes brighten any room • Recessed entry adds charm and distinction to' your home's exterior • Refrigerator and range upgrades meet your culinary needs • Deluxe carpet selections for increased performance and beauty • '/�" rebond carpet pad extends the life of your carpet • Ceiling fan circulates air for a "spring breeze" - feeling all year long • One-piece fiberglass tub/shower combinations are beautiful and easy to clean • Wood burning fireplace creates a warm, cozy home environment • Dormer options create a variety of charming exterior looks • Increased roof loads are designed for the demands of mountain areas • Inswing 9 light rear door adds light to your utility room environment • Sliding glass exterior door welcomes more natural light into your home • 30 and 40 gallon gas water heaters provide energy efficient hot water for your family's needs • Zone III insulation package to meet the needs of the climate where you live, includes: white vinyl, dual -paned windows, 2" x 6" exterior walls with R-33;19,22 Insulation FLEETWOOD® FLEETWOOD HOMES of CALIFORNIA, INC. a subsidiary of Fleetwood Enterprises, Inc. 18 N. Pioneer, Ave., P.O. Box 1308 4 Woodland, CA 95776 (530) 662-3223 W V 17/APR01 r E No.464 04/25 '02 AM 11:12 ID:EXECUTIVE HOMES FAX:530 891 8753 PAGE 2 n� —Tn1''Y'1' + k�c-..rsn- Vin ...... .... . 'y0 ps.,U p s g 3 Bute County Cnvironmental Nealth n Date IN9O ' ts; .ature 4A:�� I 130uGb en btz4 cnviromental Health AP 2 5 2002 Chic , California ox 2 N 4, 4, 4' A AA N 4' 3' 17' FLOOR PLAN SCALE: 114"= 1 '-0" ' Jerry �itchell * 4" THICK SLAB Mitchell's Budding Materials Warehouse ' P.O. Box 1038 * 1211 X 12" FOOTING ._ Gridley, CA 95948 * G X G X 10 X 10 REMESH-' t Owner: Chris Lee * 112" REBAR 2 RUNS `. r Address: 14585 Wood Drive ' Magalia, CA 4 Drawn by: Keen Drafting Service� Date: 2 -G -OG' Page l/ - r. °' o ,. ° ox 2 N 4, 4, 4' A AA N 4' 3' 17' FLOOR PLAN SCALE: 114"= 1 '-0" ' Jerry �itchell * 4" THICK SLAB Mitchell's Budding Materials Warehouse ' P.O. Box 1038 * 1211 X 12" FOOTING ._ Gridley, CA 95948 * G X G X 10 X 10 REMESH-' t Owner: Chris Lee * 112" REBAR 2 RUNS `. r Address: 14585 Wood Drive ' Magalia, CA 4 Drawn by: Keen Drafting Service� Date: 2 -G -OG' Page l/ - r. I i •' \ ..� � 1.111 jl, _. � L., �., k %o j Fe I 1 CIL 1 . i ! I I I '* N);I 5/32'APA RATED SHEATHING NAILED W/8d @ 6: 12 •Af - CONT.-GAP AGE HEADER ' ,. • --AITI 51MP50N ACE4 TYP 2X4 TRIMMER', • ` -2X4` 5TEMWALL 51MP50N PHD2-5D53 55TB1G W/ 10-5D51 /4X3 WOOD- 5CREW5 OR EQ. 2 PLACES • 112 PANEL LENGTH Ifo. EQ. 5" MIN. PLAN ° 1/2�� X 10" A.B. - m 7" EMBEDMENT.. ;. GARAGE_5LAB 51 MP50N 5/8"0 55TB 16 Je itchell Mitchell'5 Build Materials Warehouse t P.O. B 1038 - �' 'J Gridley, CA 948 C B IZAC E WALLFANEL Owner: Chris Lee ' - r Address: 14585 Wood Drive 1• . - Macgaha, CA ° 11211 = 1 '-0" .' . Drawn by: Keen Drafting Service Date:2-G-OG Page 12 4r OVERLAP T.P. @ CORNER5 2X4 TRIMMER TYP 2X4 P.T. SILL PLATE W/ 2" SQ. X 3/1 G" STL. PLT. WASHERS @ G' O.C. 12' FROM JOINTS AND ENDS 4X 12 4X 12 TRU55E5@24" O.C. SIDING NAILING: 8d HD GALV."4" CORNERS, 8" JOINTS, 12 FIELD SHEARWALU ROOF NAILING: 8d HD GALV. G:G: 12 TYPICAL 5ECTION FRAMING SCALE: 1/4"= P-0" 2X4 @ I G" O.C. 2X4 P.T. SILL 112"0 X 10" FDT BOLT @ G' O. C. W/2"X2"X3/ 1 G" STL. PLT. WASHER z =1 11-1 I I 4 4116 I I FILL #4 REBAR (V Fc=2500 psl �2" MI FOUNDATION DETAIL SCALE: I"= 1'-0" 20 YEAR COMPOSITION SHINGLES O/ 15# FELT O/ 7/1 G" OSB -,— 2X BLOCKING DBL. T.P. 2X4@ I G" O.C. FIN. GRADE CONCRETE FOUNDATION JWMitchell Mitchell's Elul n _ ateria15 Warehouse P.O. Box 1038 Gridley, CA 95948 Owner: Chris Lee Address: 14585 Wood Drive Magaha, CA Drawn by: Keen Drafting service Date:2-G-OG Page ' 7/1 G" APA RATED SHEATHING Oi 51MP50N H I AT EACH TRU55 TO TOP PLATE. ROOF PLAN SCALE: 1/4"= 1'-0" 2X4 OUTRIGGER5 TYP. �CTORY-BUILT ;U55E5@ 24" O.C. k Mitchell'5 Builofrfig Matrtal5 Warehouse P.O. Box 1038 Gridley, CA 95948 Owner: Chris Lee Address: 14585 Wood Drive Magalia, CA . Drawn by: Keen Drafting 5ervices, Date: 2 -G -OG Page `j FIN. GRADE 1 L LI -U- LLIJ I REAR ELEVATION LEFT ELEVATION AR SCALE: 3/1 G"= P-0" 7/1 FRONT ELEVATION FIN15H GRADE TO 2% SLOPE FOR 5' FEET AWAY FROM ENTIRE STRUCTURE 1 A11 \/ 1 G11 / AGI C 1 /GAIT FIN. GRADE RIGHT ELEVATION Jer �tchell Mitchell's Buil Materials Warehouse P.O. Box 1038 Gridley, CA 95948 Owner: Chris Lee Address: 14585 Wood Drive Macgalia, CA Drawn by: Keen Drafting 5ervice Date:2-G-OG Page I { I PROPANE TANK I N N - Lu I 51' I Lu I DRIVE m ® LOT F J ® SCALE: 1 � I 0 C I G 5' Assessor's Parcel Number: Owner name: CHRIS LEE Address / Phone No. 14585 WOOD DRIVE 51te Location: MAGALIA, CA Contact: Name t{ f — PROPOSED 20'X24' ' GARAGE IG5' o I. EXISTING MANUFAC UKED HOE. SEPTIC TAN +43' G.-2" 'fl• � N so' WOOD DRIVE 7 BUTTE COUNTY BUILDING DIVISION APPROVED A� fir rry Mitchell Mitchell's B ding Materials Warehouse P' . Box 1038 [PLANI,ING DIVISION S=ING PIANAPPAOMAL Gridle ; CA 95948 r' ' Owner: Chris Lee Address: 14585 Wood Drive _16k W Magalia, CA re 7 Drawn by: Keen Drafting Service Date:2-G-OG Page Scale: AS SHOWN Phone: FOR OFFICE U5E ONLY Zoning: General Plan De51gn: Size, Acres Provide for all adjacent parcels 51ze (ac): zoning: gen. plan uses: - N N 2' 11 24' 10' ' 4' 10, 4030 7A41' 4X12 IN BRACED WALL PANEL TO BE 4'X 8' A 7/1 G" LP SMART BOARD 8" O.C. Gd@G: 12 O N m X O � o N 11211 x 10" ANCHOR BOLTS GO.C. W/ 2"X2"X3/ 1 G" SQ. WASHERS, 12" . FROM ENDS AND JOINTS OR USE 51MP50N MAS FOUNDATION ANCHOR5@5' O.C. /A\ 4' 3' X 17' FLOOK PLAN SCALE: 114"= 1'-0" * 4" THICK SLAB * 12" X 12" FOOTING *GXGX IOX IOREME51-1 * 112" REBAR 2 RUNS 5 51 BUTTE COUNTY BUILDING DIVISION APPROVED Mitchell'5 Buddmerial5 Warehouse P.O. Box 1038 Gridley, CA 95948 Owner: Chris Lee Address: 14585 Wood Drive Macgaha, CA Drawn by: Keen Drafting Service Date: 2 -G -OG Page M 51MP50N PHD2-5D53 W/ I 0-5D51/4X3 WOOD SCREWS OR EQ. 2 PLACES E -2X4 1/2" X 10" A.B. 7" EMBEDMENT (N)1 5/32 APA RATED 5HEATHING NAILED W/8d @ G: 12 CONT. GARAGE HEADER 51MP50N ACE4 TYP — 2X4 TRIMMER 2-2X4 (E)2X4@ I G" O.C. 112 PANEL LENGTH 7F. EQ. �--� 5" MIN. PLAN GARAGE -51 -AB I. 51MP50N 5/8"0 55TB 1 G 0 BRACED WALL PANEL 11211 1 1-011 55TB 1 G BUTTE COUNTY BUILDING DIVISION APPROVED Mitchell'5 Buddirg NQaterial5 Warehouse P.O. Box 1038 Gridley, CA 95948 Owner: Chris Lee Address: 14585 Wood Drive Macgalia, CA Drawn by: Keen Drafting 5ervice Date:2-G-OG Page P� r - I `� OVERLAP T.P. @ CORNERS 2X4 TRIMMER TYP 2X4 P.T. SILL PLATE W/ 2"�5Q. X 3/1 G" STL. PLT. WASHERS @ G' O.C. 1211 FROM JOINTS AND ENDS 12 4�j 4X 12 4X 12 TRUSSES@ 24" O.C. SIDING NAILING: 8d HD GALV. 4" CORNERS, 8" JOINTS, 12 FIELD SHEARWALU ROOF NAILING: 8d HD GALV. G:G: 12 TYPICAL SECTION FRAMING SCALE: 114"= 1'-0" 2X4 @ I G" O.C. 2X4, P.T. SILL 1/2"0 X 10" FDT BOLT @ G' O.C. �q W/2"X2"X3/ 1 G" STL. PLT. WASHER 20 YEAR COMPOSITION SHINGLES O/ 15# FELT O/ 7/1 G" OSB 2X BLOCKING DBL. T.P. ,x 2X4@ I G" O.C. FIN. GRADE CONCRETE FOUNDATION BUTTE COUNTY BUILDING DIVISION APPROVED z =III=III =III III Jerry tc ell 4 FILL Mitchell's Buildin terials Warehouse #4 REBAR P.O. Box 38 N Gridley, CA 95948 Owner: Chris Lee Fr -=2500 1251 Address: 14585 Wood Drive Magalia, CA 2" mi . Drawn by: Keen Drafting Service FOUNDATION DETAIL Date: 2-6-06 Page SCALE: I"= 1'-0" 7/1 G" APA RATED SHEATHING 0 51MP50N H I AT EACH TRUSS TO TOP PLATE. ROOF PLAN SCALE: 1/4"= P-0" 2X4 OUTRIGGER5 TYP. NCTORY-BUILT P,U55E5@ 24" O.C. BUTTE COUNTY BUILDING DIVISIO14 APPROVED �=Mitchell gfe Mitchell'sIGlateririals Warehouse P.O. Box 1038 Gridley, CA 95948 Owner: Chris Lee Address: 14585 Wood Drive Macgalia, CA Drawn by: Keen Drafting Service Date: 2 -G -OG Page 4101�-' FIN. GRADE I .III\/ ILII I�/I SIC \/GAIT IIII_IIIIIIIII REAR ELEVATION LEFT ELEVATION AR SCALE: 3/1 G"= P-0" 7/1 G Z -BA FRONT ELEVATION FIN15H GRADE TO 2% SLOPE FOR 5' FEET AWAY FROM ENTIRE STRUCTURE 14" X 18" GABLE VENT I 11 �4 RIGHT ELEVATION BUTTE COUNTY, BUILDING DIVISION APPROVED FIN. GRADE Jeitchell Mitchell'5 BUlldln r1a15 Warehouse P.O. Box 1038 Gridley, CA 95948 Owner: Chris Lee Address: 14585 Wood Drive Magalia, CA Drawn by: Keen Drafting 5ervice Date: 2 -G -OG Paye i i k Q ���'' �9 ® Scale: AS SHOWN Assessor's Parcel Number: Owfaer name: CHRIS LEE Address / Phone No. 14585 WOOD DRIVE Site Location: MAGALIA, CA Contact: Name Phone: Ji %5-0�) Mitchell Mitchell's Buaterials Warehouse x 1038 Gridley, CA 95948 Owner: Chris Lee Address: 14585 Wood Drive Magalia, CA Drawn by: Keen Drafting Service Date:2-G-OG Page FOR OFFICE 'LJSE ONLY Provide for all adjacent parcels Zoning: size (ac): General Plan Design: germ plan Size, Acres uses: W V V L) U R I V'C d rr Q ���'' �9 ® Scale: AS SHOWN Assessor's Parcel Number: Owfaer name: CHRIS LEE Address / Phone No. 14585 WOOD DRIVE Site Location: MAGALIA, CA Contact: Name Phone: Ji %5-0�) Mitchell Mitchell's Buaterials Warehouse x 1038 Gridley, CA 95948 Owner: Chris Lee Address: 14585 Wood Drive Magalia, CA Drawn by: Keen Drafting Service Date:2-G-OG Page FOR OFFICE 'LJSE ONLY Provide for all adjacent parcels Zoning: size (ac): General Plan Design: germ plan Size, Acres uses: I r ctn1lER pRIV ROVED s _. ]Ruttb en County Envira I Health — - - 41 ate `� - o 70 I r ctn1lER pRIV ROVED s _. ]Ruttb en County Envira I Health — - - 41 ate `� Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING March 15, 2006 Jerry Mitchell 195 Washington St Gridley, CA 95948 Subject: BP#0602746, Permit (APN 065-190-006); Type: Detached Garage for Chris Lee Dear Applicant/Representative: The Butte County Department of Development SJay Planning Division, has reviewed the submitted permit application, and requires theing revisions to your site plan, or information in order to continue the review (thise for notification purposes, please see hPlnwl• Creation Deed Site Plan Resubmit . Follow Requirements ® Erosion Control Plan Setback Conformance ® Watershed Protection Zone ❑ Front Yard ❑ Cohasset Specific Plan ❑ Side Yard ❑ Subdivision Map Note ❑ Rear Yard ❑ Off -Street Parking; Development Standards ❑ Special Setback or Parcel Limitation P ❑ Parking for Specified Use ❑ Federal Aid Road/Arterial Lot & Landscaping Requirements ❑ Easement Oak Tree Plan Subdivision Map Condition/Note SRA Setback* ❑North Chico Specific Plan — Erosion Control Fire Sprinklers* ❑ Notification Only — No Action Required Other: * Fire sprinklers, and the SRA setback,are of requirements Jor the Planning utvision approval, ana uus notification is for informational purposes, how ver it may be required for the issuance of a building permit. The requested information, or notificati n, is described on the included hand-outs. You will also be given some brief direction, on t e following page, of how the information should be submitted or returned to the County Should you have further questions please contact me between the hours of 8:00 a.m. and 4. 0 p.m. Monday through Friday at (530) 538-7603, or the appropriate Department/Division ide ./at in the hand-out. Sincerely, ' Zc9 q1hris Tolley *i`,� Associate Planner Attachment cc: Chris Lee, 14585 Wood Drive, Magalia, CA 95954 Hysmith Construction, 5190 Pennington Road, Live Oak, CA 95953 Erosion Control Plan An erosion control plan is required if the subject parcel is located in the North Chico Specific Plan Area, Cohasset Specific Plan Area, a Watershed Protection Zone, or is required by a subdivision/parcel map (please see below for the specific note). The. purpose of the plan, and its implementation, is to protect watersheds and adjacent property owners. An erosion control plan will identify how disturbed soil will be stabilized. The proposed structure(s) cannot be approved without an approved erosion control plan. Please submit an erosion control plan, prepared by a qualified professional (a qualified professional shall have the ability to certify based on a professional licenses or registration issued by the State of California) to the Planning Division at:' Department of Development Services Planning Division 7 County Center Drive Oroville, CA 95926 Specific Plan or Zone: ❑ North Chico Specific Plan (see below: NCSP) ❑ Cohasset Specific Plan ® Watershed Protection Zone NCSP: ❑ Note to be placed on site plans: limit soils work to periods of dry weather between April 15 and November 15. Mulch protect, Hydro -seed, or otherwise stabilize the soil on all areas with a slope of 10% or greater that have been disturbed or have been cleared of vegetation and are of erodible material. Note: an erosion control plan does not need to be 'submitted to this department for a parcel located in the NCSP, unless otherwise identified. TE R D ED AT N A PP R OP R I A TE L OCAlION B. LOCATE FIBER ROLLS ON LEVEL CONTOURS SPACED AS FOLLOWS: , WOOD MULCHING IS NOT SUITABLE FOR . USE 'ON SLOPES STEEPER THAN 3:1 H. V), AND IS BEST SUITED TO SLOPES 5:1, (H: V) OR FLATTER. -- SLOPE INCLINATION OF 4:1(H: V) OR FLATTER: FIBER ROLLS SHALL BE PLACED AT A MAXIMUM INTERVAL OF 20 FT. I PRIOR TO APPLICATION, AFTER EXISTING VEGETATION HAS BEEN REMOVED, ROUGHEIN EMBANKMENT AND FILL AREAS BY ROLLING WITH A DEVICE AT — SLOPE INCLINATION BETWEEN 4:1 AND 2:1H: V : FIBER ROLLS SHALL BE PLACED , AT A MAXIMUM INTERVAL OF 15 FT. �-- CC i� — :SLOPE INCLINATION 2:1 H: V OR -GREATER: FIBER ROLLS SHALL BE PLACED AT A INTERVAL OF 10 FT. OR \ 2 C. TURN THE ENDS OF THE FIBER UP SLOPE ,TO PRECVENT RUNOFF FROM GOING AROUND THE ROLL. a DISTRIBUTE WOOD MULCH BY HAND OR PNEUMATIC METHODS. EVENLY DISTRIBUTE THE MULCH ACROSS THE SOIL SURFACE -.TO A DEPTH OF 2 OR 3 INCHES. Q INTO A TO 4 INCH DEEP TRENCH WITH A WIDTH EQUAL TO THE DIAMETER OF THE FIBER ROLL. D. STAKE FIBER ROLLS 0 2 E DRIVE STAKES AT THE END OF EACH FIBER ROLL AND .SPACED 4' MAXIMUM ON CENTER. USE WOOD STAKES WITH A NOMINAL \ 4. COBBLE AND GRAVEL LANDSCAPING: CLASSIFICATION OF 0.75 BY 0.75 INCHES AND A MINIMUM LENGTH OF 24 INCHES: A. UPON COMPLETION OF CONSTRUCTION, AND BEFORE .FINAL INSPECTIONS, INSTALL COBBLE AND GRAVEL LANDSCAPING -AS NOTED ON DISTURBED AREAS. E. IF MORE THAN ONE FIBER ROLL IS PLACED,IN A ROLL, THE ROLLS SHALL BE -ABUTTED SECURELY TO ONE ANOTHER TO PROVIDE A TIGHT JOINT. 1 B. ALL DISTURBED SOILS, WILL BE COVERED WITH 6 MIL. PLASTIC EXCEPT FOR THIOS AREAS TO.HAVE INDIGENOUS PLANTS: F. FIBER ROLLS ARE TYPICALLY LEFT IN PLACE. Af FIBER ROLLS ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION AND FILL AN MPA T HOLES TRENCHES DEPRESSIONS `OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH ADJACENT GROUND: D CO C C. COVER PLASTIC SHEETIJNG WITH COBBLES AND GRAVEL IN SUCH A WAY AS NOT TO TEAR THE PLASTIC. ANY HOLES .TO BE RECOVERED --------- ---dm am----- --------- --—._�_..—_.._------- WITH ADDITIONAL 6 MIL PLASTIC SHEETS PRIOR TO PLACEMENT OF COBBLES AND GRAVEL. G. REFER TO INSTALLATION DETAILS ABOVE. .. _ -- 6.6 % _6 S' 165.00 — ---- INDIGENOUS PLANTS SHALL BE PLANTED IN THE VOIDS, AND ;THE SOIL AROUND THE PLANTS COVERED WITH WOOD MULCH AS DESCRIBED ABOVE. 3. WOOD .MULCHING::. 5—INSPECTION AND MAINTENANCE: . - A. A. WOOD MULCHING CONSISTS OF APPLYING A -MIXTURE OF SHREDDED WOOD MULCH, BARK AND .COMPOST TO DISTURBED SOILS. TE R D ED AT N A PP R OP R I A TE L OCAlION B. WOOD MULCHING IS NOT SUITABLE FOR . USE 'ON SLOPES STEEPER THAN 3:1 H. V), AND IS BEST SUITED TO SLOPES 5:1, (H: V) OR FLATTER. C. PRIOR TO APPLICATION, AFTER EXISTING VEGETATION HAS BEEN REMOVED, ROUGHEIN EMBANKMENT AND FILL AREAS BY ROLLING WITH A DEVICE I SUCH AS A PUNCHING TYPE ROLLER OR BY TRACK - WALKING: CC i� D. SHREDDED WOOD MUCLH IS NOT SUITABLE FOR AREAS EXPOSED TO CONCENTRATED) FLOWS, AND MAY .NEED TO BE REMOVED PRIOR TO FURTHER EARTHWORK. . E. DISTRIBUTE WOOD MULCH BY HAND OR PNEUMATIC METHODS. EVENLY DISTRIBUTE THE MULCH ACROSS THE SOIL SURFACE -.TO A DEPTH OF 2 OR 3 INCHES. Q F. AVOID. MULCH PLACEMENT ONTO ROADS, SIDEWALKS, DRAINAGE CHANNELS, EXISTING VEGETATION, ETC. 4. COBBLE AND GRAVEL LANDSCAPING: U J o ----- A. UPON COMPLETION OF CONSTRUCTION, AND BEFORE .FINAL INSPECTIONS, INSTALL COBBLE AND GRAVEL LANDSCAPING -AS NOTED ON DISTURBED AREAS. B. ALL DISTURBED SOILS, WILL BE COVERED WITH 6 MIL. PLASTIC EXCEPT FOR THIOS AREAS TO.HAVE INDIGENOUS PLANTS: C. COVER PLASTIC SHEETIJNG WITH COBBLES AND GRAVEL IN SUCH A WAY AS NOT TO TEAR THE PLASTIC. ANY HOLES .TO BE RECOVERED . WITH ADDITIONAL 6 MIL PLASTIC SHEETS PRIOR TO PLACEMENT OF COBBLES AND GRAVEL. , D. INDIGENOUS PLANTS SHALL BE PLANTED IN THE VOIDS, AND ;THE SOIL AROUND THE PLANTS COVERED WITH WOOD MULCH AS DESCRIBED ABOVE. k 5—INSPECTION AND MAINTENANCE: . - A. INSPECT EROSION` CONTROL APPLICATIONS PRIOR .TO FORECAST RAIN, -DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS WEEKLY DURING THE RAINY SEASON, AND ' AT TWO WEEK INTERVALS DURING :THE INON-RAINY SEASON. B. AREAS WHERE EROSION IS EVIDENT SHALL. BE REPAIRED.' ..'WOOD MULCH SHALL BE RE—APPLIED AS SOON AS POSSIBLE. CARE SHOULD BE EXERCISED TO MINIMIZE TO MINIMIZE DAMAGE''TO PROTECTED AREAS WHILE MAKING REPAIRS, AS ANY AREA DAMAGED PALL REQUIRE REAPPLICATION OF WOOD MULCH. REPAIR OR REPLACE SPLIT, 'TORN,.. UNRAVELING; OR SLUMPING FIBER ROLLS. ANY AREAS COVERED WITH PLASTIC SHALL HAVE HOLES OR VOIDS REPAIRED, AND COBBLES RE—SCATTERED MONTHLY. C. RE-APPLICATION OF WOOD MULCH MAY BE REQUIRED TO MAINTAIN EFFECTIVE SOIL STABILIZATION OVER DISTURBED AREAS OR� SLOPES. - D. SEDIMENT BE REMOVED FROM .FIBER ROLLS WHEN .SEDIMENT ACCUMULATION REACHES ONE-HALF THE 'DESIGNED SEDIMENT STORAGE DEPTH, O USUALLY ONE—HAL;F THE DISTANCE 'BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT GROUND SURFACE. SEDIMENT REMOVED DURING MAINTENANCE - - . VVINLINO LEE, l4t8t) WOOD DRIVE, 'MAGALIA 1 CA ? alk"fl com �A./o6 HLAN � i) A VI I) C A N I� � R � n Ns A R r N I TF � T N�MB�.R6ADDITIONAL AGENCY RE�UIRl�ENTS'� . JOB A. IF ONE OR MORE ACRES IS DISTURBED, A PERMIT MUST BE, OBTAINED FROM THE STATE WATER RESOURCES CONTROL BOARD PRIOR TO CONSTRUCTION. CONTACT SCOTT ZAITZ WITH SWRCB AT (530) 224-4784 FOR MORE INFORMATIONL B. IF, PROPERTY IS LOCATED ABOVE --300 FEET ELEVATION AND EXCAVATION EXCEEDS 1,000 CUBIC YARDS OR 10 FEET OF VERTICAL DEPTH IN EITHER EXCAVATION OF FILL, A GRADING PERMIT MAYBE REQUIRED. CONTACTTHE BUTTE COUNTY LAND AEVELOPMENT DIVISION AT (530) 538-7266 FOR MORE INFOMATION. U . o I CC i� � > Q J O U J o ----- 't7 p z o U L0 00 Ln z O u O W HLAN � i) A VI I) C A N I� � R � n Ns A R r N I TF � T N�MB�.R6ADDITIONAL AGENCY RE�UIRl�ENTS'� . JOB A. IF ONE OR MORE ACRES IS DISTURBED, A PERMIT MUST BE, OBTAINED FROM THE STATE WATER RESOURCES CONTROL BOARD PRIOR TO CONSTRUCTION. CONTACT SCOTT ZAITZ WITH SWRCB AT (530) 224-4784 FOR MORE INFORMATIONL B. IF, PROPERTY IS LOCATED ABOVE --300 FEET ELEVATION AND EXCAVATION EXCEEDS 1,000 CUBIC YARDS OR 10 FEET OF VERTICAL DEPTH IN EITHER EXCAVATION OF FILL, A GRADING PERMIT MAYBE REQUIRED. CONTACTTHE BUTTE COUNTY LAND AEVELOPMENT DIVISION AT (530) 538-7266 FOR MORE INFOMATION. 1 5R I 1 5R