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HomeMy WebLinkAbout065-510-079MARK DALE _ _ / - - - 69j5 "Ridgeway', rjagalia Permit#1585-87P,E(ele for well & to - - dev) A,/ot�. e family L 'P Ermit#2948-87B -P,,E- Fe,,new si - i I 94-0211E - ' DONHAM;' MIKE, 'CONT : RICHARD HALL. / 9 - - 5"RIDGEWAY; �-MAGAL'I.A- _ _ o - ' ELE FOR. IVELL• & TEMP, FOR. -FUTURE LOT -DEV 065-510=079 y02=0921 , •DONHAM, MIKE &BARBARA, 6975 RIDGE WAY, MAGALIA t # CONTR: RICHARD HALL t ,` ' NEW SF.W/ATTACHED GARAGE 1 r B07-1323 ":"�., # lair =+_ 065-510-079 Y.. _ MISCELLANEO.US,TPrivate Garage/Shop DETACHED GARAGE 375 SQ.FT - '6975 RIDGEWAY ' u 5 , , 1 1 1 � 1 f 0 .,��--� L!7 L.t'� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT ` . 24 HOUR rNSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www. buttecounty.net\dds " PROJECT INFORMATION' - Site Address: 6975 RIDGEWAY Owner: Permit NO: B07-1323 APN: 065-510-079 DONHAM, TRUST Issued Date: 07/17/2007 By TMP Permit type: MISCELLANEOUS 6975 RIDGEWAY f Subtype: Private Garage/Shop MAGALIA, CA 95954;' Expiration Date: 07/16/2008' Description: DETACHED GARAGE 375 SQ.FT. (530) 873-6964 Occupancy: U-3 Zoning --TM -1 Contractor Applicant: Square Footage: RICHARD E. HALL DONHAM, TRUST Building Garage Remdl/Addn P.O. BOX 1151 6975 RIDGEWAY 375 PARADISE, CA 95969 MAGALIA, CA 95954 Other Porch/Patio Total (530) 877-3896 (530) 873-6964 375 FEE INFORMATION ' DBEH Building Review Fee $75.70 DBF Garage -Wood Frame Plan Che .$233.56 DBFIItE Fire Inspection (SRA) R $102.70 DBFIRE Fire Inspection (SRA) R $102.70 , 4 DBFIRE SRA Fire Plan Review (S $102.70 ! DBMSC Garage/Shop/Strge Wood F $350.34 DBOMSCF Fire Safe Standards Re $115.98 Total Charged: $1,084.58 Fees Paid: $1,084.58 DBSMIP Residential $0.90 Balance Due: $0.00 Receipt No: B3913 ' LICENSED, CONTRACTOR'S DECLARATION " . OWNER/ BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires• , I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License RICHARD E. HALL 363420 / B / 09/30/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that _ requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencin 'on 7000) of Division 3 of the Business and Professions Code, and my license Pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) is in full ce aE:1 of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars [$500]; ' 07/17/2007 Please check one of the following: Contractors Signature Date ❑ 1, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does - WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ ❑ I, AS OWNER OF;THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section need not be competed if the permit is or one hundred dollars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' o pensation laws of California, and agree that if I should become subject to the workers' X 07/17/2007 compensation provisi 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date provisions.,, provisions. X 07/17/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, . injury, including death, and property damage caused t is arising out of, or in any way connected with t of, o the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF,THE LABOR CODE, INTEREST AND ATTORNEY'S use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property o ne r am au orized to act n the property wnees CONSTRUCTION LENDING AGENCY Zell. L- ( 07/17/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) • 1-1 Owner Contractor OR. Agent for Owner DAgent for Contractor FILE COPY Lenders Address . City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name /7 First N e Mailing Address �V 9'J�jS �a City n l',q swfie Zip�— Phon t - ax E-mail a✓.a �•� � LL ARCHITECT/ENGINEER CONTRACTOR Name' City a� I S State Address O� C/ City a✓.a �•� � State Zip � O Phone E-mail Lic. #� 3 T a�0 Class ARCHITECT/ENGINEER Name Address/7 ��O obilc /� / City a� I S State Zip�s� Phon -2 ea r E -mai 8tate LicenNu11 APPLICANT INFORMATION Name �1e a S Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X a PERMIT NO. vot?_ / BIN # PROJECT LOCATION Property Address I,2� �` ea q V City W Q '6t J WORKER'S COMPENSATION Policy Number ©tk- P(?vno Carrier / . /� a ep a �!e rde%�(��, F11If hiring any0e other than license contractors, a certificate of worker's must be shown at the time of permit issuance. LENDING AGENCY Name Address G DESCRIPTION OR SCOPE OF WORK: 44 Sq FT- Living 3 �%s Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning ., Flood Zone SRA s No Occ. Type onst. 0 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) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances -and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codesibutteco/ Reference Number: B07-1323 Date: 06/15/2007 Location: 6975 RIDGEWAY Parcel Number: 065-510-079 Owner Name: DONHAM, TRUST Phone: (530) 873-6964 Description: DETACHED GARAGE 375 SO.FT. Signature of Property Owner: FILE Date: 06/15/2007 Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1323 Date: 06/15/2007 Location: 6975 RIDGEWAY By: TMP Parcel Number: 065-510-079 Sub Type: Private Garaee/Shop Owner Name: DONHAM, TRUST Phone: (530) 873-6964 Description: DETACHED GARAGE 375 SQ.FT. By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts 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 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 this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 06/15/2007 BUTTE COUNTY FEE SUMMARY Printed: 06/15/2007 7 County Center Drive 2:43 pm Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1323 Job Address: 6975 RIDGEWAY Contractor: RICHARD E. HALL P.O. BOX 1151 PARADISE, CA 95969 Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 06/15/2007 $75.70 DBFIRE Fire Inspection (SRA) R 0100-450001-4617240-1010 $102.70 0100-450001-4617240-1010 $102.70 06/15/2007. $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 06/15/2007 $102.70 DBMSC Garage/Shop/Strge Wood F 0010-440001-4210500-1010 $350.34 DBF Garage -Wood Frame Plan Che 0010-440001-4210500-1010 $233.56 06/15/2007 $233.56 DBSMIP Residential 1001-0-280-1011298 $0.90 Printed By: Tammie Powell 19084.58 $514.66 Balance Due: $569.92 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fee ay c ange ring t e plan c cking process. Signature: Date: 06/15/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B07-1323 Date: 06/15/2007 Location: 6975 RIDGEWAY By: TMP Parcel Number: 065-510-079 Sub Type: Private Garage/Shop Owner Name: DONHAM, TRUST Phone: (530) 873-6964 Description: DETACHED GARAGE 375 SOFT. To meet the requirements of Government Code section 51182 and Public Resource Code 4291, the Butte County Development Services -Building Department requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. All development within the SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6837, ext. 169, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirem ts. 06/15/2007 Date Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/protDian.html Rev'd 5/7/07 FILE .� �d� �s�'P �oC�s-sio -o�-�� NOTES � i SIDENTIAL c� c id -065-510-079 Y6-10921 PERMIT NO _'DONHAM,—MIKE & BARB—AR—'. 6975 RIDGE WAY, MAGALIA'• CONTR: RICHARD HALL .,,, ,,•, ` <z NEW SF W/ATTACHED'GARAGE !1� SPECIAL CONDITIONS F "CHECKED s . BY. SRA - '-FLOOD CERTIFICATE REQ. - r FIRE SPRINKLERS.REQ. „ SPECIALINSPECTION ITEMS VtRIFY . ti USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER `JOB FINALED (Date). ." Y • Signature- r sr"X`OFFICE C� Y. q. � S� •� � ` �� � Address—,� GAS v ^ 1, Date .V n�_(J ' . Meter By ELECTRIC Meter.By s: Date Z } `JOB FINALED (Date). ." Y • Signature- ✓=OK' 0 = Not OK =Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s - 2. 1: Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete - 5. 4. Water; Location -Test -Easement Needed (Sketch) 6. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 7. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 8. 7. Well Clearance & Disconnect 9. 8. Utility Clearance 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements - 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances - 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors ' 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable RESIDENTIAL = Not Ready Date SJrtderfloor (Plans) OK except #'s ing-Setbacks- Ease ments-Flood-Slope K -2-9-M. n; Soils-Elec. Grnd.-/1 F . Depth Ftg., Garage; Soils-Steel-Elec. G / 1- Ftg. Depth F 4. ., Porches & Decks; Soils -Steel-/ /" Ftg. Depth . S nwalls, Main; Steel-Blockouts-Wrapped 4r�`S�tills, Garage; Steel -Blackouts -Wrapped Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 (Single & Duplex) Date Card lj-1 Date Card B-1 Date XUMBING (Permit) OK except #'s 17^Ar Htr.; Vent -Access -Combustion Air Baffle 1 er P' e; Test & Anchor -Nail Protection D Test Fittings & Anchor -Nail Protection L e 21. Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date L Card B-1 ate Card B-1 Date Card B-1 Date Card B-1 Date L EL.ECTRICAL (Permit) OK except #'s 23 tx r Transformer Clearance -Ins. Protection 2 1 . Receptacles Spacing -Lights & Switches at Doors 2 _ ize @Dxes & No. of Conductors Stapled 6. q4ex Installed Close to Edge of Studs & C.J. uip. Ground made up w/Meth Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size ga. Cr AI-A.C. Wire Size / / ga Cu or AI ,�SO�Range Circle / / ga Cu or AI -Oven Circ. / / [ga Cu or At Insulated Neutral O Yes D No 9 of5 31 Service -Riser Conductors & Ground Ma#eDisconnect 2/.Equip. Clearances Panels-Motors-Mech. Equip. 34, Clothes Closet Light -Shower Light -Spa Light 36/ Smoke Detector Date Card B•1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOCHANICAL (Permit) OK except #'s Ducts Insulation 3 Ve Fan, Exhaust above insulation 37 ondensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except -#'s - ` -x 4 . �%ts Proper Materials & Anchors 4 s Studs -Nailing Spacing & Braces -Plates -Sound - 4 earing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 4 Fire Stops, Furred' Ceilings -Stairs- hags -Tubs 48"'Headers & Beams -Size & Bearing' Date FRAMING (Continued) OVYCling. Joist-Rftr. Ties-Purlin-Roff BracAru'ahtina.-Rina. 4 Freplace Ties or Type A Flue -Fireplace Throat Clearance 4P/5,ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 rm. Windows or Exiting Doors -Sill Ht. imensions 5 Gar ge Fire Protection Framing 5j,ollfroperty Line Firewall & Openings a 5 oors-One X -Check Garage 3rd Story, 2 Exits 5 tgirs; Width -Headroom -Rise -Run -Landing -Fire Protection 554!P ood on Roof Overhang -Attic Vents -Rafter Outriggers 5 Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Gjaeng Area -Glass Protection -Skylights -Plastic _VShear Walls; Nailing -Bolts i 60. Br a Interior/Exterior Wall Panels 6 nsulation-Walls-Ceilings 62. Infiltration -Walls -Windows Date n Card B-1 Date Card B-1 Date ' Ca4-1 Date Card B-1 Date � FINAL (Plans) OK except #'s - . /T /P"/JE>;8teps-Door & Sidelight Protection-Landinas furnace Vents -clearance -Comb, Air-Connector- !n_Garage; Above Floor -Ducts -Meth. Protection i� & Bath Fixtures & Tub Access -Spa L59 ` Alec. Trim & Subpanel, Breaker Sizes & Labels & Rails =i pjiLice or Stove, Clearance -Hearth `_lepeOutlets at Wood Panel, Int. & Ext. A. t. & Appliance; Ground -Air Gap -Cooking Clearance . Outlets & Receptacles at Kit. Counter Fire Door: d- uct in Garage -Damper 7%,46r. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. rage; Above Floor -Meth. Protection .•II ., Elec. & Mech. Equip. Listed for Location 5R!�ptacles in Garage (F.F.I.)-Romex Protection ation- Foam- Looked in Attic d Rails & Deck Construction -Post Caps VBents & Crawl Hole Door Drainage & Wood -Earth C earance Looked under Floor O Yes Following Instld./Drive J Yes WoMalks J Yes J No/Planters :1 Yes J No -98- Stucco Brown -Finish L ,.C. Unit Disconnect, Electrical -Plumbing nj,&Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings r -4q Well, Disconnect, Electrical, Plumbing 0% . d1 ! .10V—Elec. Trim, G.F.I. Receptacle -Underground w 8 tiji T�•��out House .rre�from Previous Inspections T t -Meters Tagged, Gas -Electric -.at & Sewer Connected -C/O to Grade -HD Approval r\� ergy Compliance Certificate -Other Certificates .ddress Posted Date -613i r Date . Card B-1 Dat r J, r ddd Card ErlX19,& < Date Card B-1 Date , Q� Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA - (530) 8911w2751. 7 County Center Drive - Oroville, CA * (530) 538-7541 CORRECTION NOTICE --dW<E R- PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact. this office immediately. It--? *( r—C— 0- 1 et)v 0 J br e- I-V-, r 0'0- Y-% Date lnsp*e'ctor- REV 10192 N ................ .... COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES - 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA * (530) 538-7541 CORRECTION NOTICE -u I t --j OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertafining to t-hi-s,matter, or need additional explanation; please contact this office immediately. fa Date t V ln$peet6r- REV 10/02 L/ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 =t CORRECTION NOTICE zi ' OV7NER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the -, above address and should be corrected,., Please notice this office when correction of work is comple ed. If you have any questions pertaining to this matter, or need additional explanation, F}' plea contact this office immediately. 1 a s-4c, 0'1 r fn G 4— S l� a �;. X91 r . - t �4 �r r i — o 4e 4to a rA 11 ` y, /V �� Crff"(A I / •- r YV all t4o t/A t& t a ; x Q Date r a Inspector REV 10!92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTIC7E� . y �--r- PERMIT NO. • A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. a `r Date ' Inspector Lh4` REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES- 411,Main Street • Chico, CA i (530) 891-2751 — 7 County Center FDrive • Oroville, CA • (530) 538-7541 li f'CORRECTION `NOTICE " OWNER %4 t _ PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is "completed. If you have any questions pertaining to this matter, or need additional explanation, '., please contact this office immediately. K D V','& t ' k i Eu. Date �' 1 6 Inspector . REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO, A routine Inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. lORoyt ea-eJ �� s w i dA Z �� '0/- p oiJ t: /�- /— J. '. (r- /o oh /4Q CSI �A-5-f =j—-C0r"Cir--Sye-"'e"I ,4", Date- Inspector REV 10/92 • 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 02-0921 ASSESSOR PARCEL NUMBER 065-510-079 ZONING Irl -1 BU I LDI NG P ER M IT OWNER Donham Mike and Barbara TELEPHONE SO. FT. OCC. BUILDING VALUATION 3716 R 200 664.00 OWNER I ADDRESS �� Longview Drive San Bruno CA 94066 847 U 15,246.00 CONTRACTOR'S NAME TELEPHONE 877-3896 COM PO Box.1151 Paradise CA 95967 CONSTRUCTION LENDER Fireplace A 3,000.00 LENDERS MAILING ADDRESS Total Valuation $gfk; on ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 -Filing Permit Fee $ 070.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $695.50 BUILDING ADDRESS 6975 Ride Way Ma alfa CA 95954 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $1808.50 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF N Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 141 7.00 8.00 Solar or heat pump water heater 1 23.00 Water piping 15.00 5 . 00 Each gas water heater or vent 1 5.00 00 TYPE OF WORK New N Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: New SF w/ attached garage 3 story Gas piping system 1 - 5 outlets . 15.0030.00 Building sewer 15.0019.00 Mobile Home I S I G I W 920.00 PERMIT FEE $193.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service q OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. 343,-12_0 OWN WILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Mein Service TO 46. 00 CCU000A W:L200A NEW CONST. DWEWNO OCCUP. OR ADDNS. ( DW: ACC. BLDs. SO 3.50 so -159 70 NO.R=Ip MULTI.OuauT 97,50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES .00 BAL @ L. 0 Ex. Occup. ounE APP ao .GEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating 91 50.00 Cooling Hood 6.50 Ventilation PERMIT FEt S 149.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) )itI certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth ply with those provisions. X ,[ Date _ 6 2 Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspecti• n Fee 1$46.00 occ R U CONS rrPE TO AL FEE $ . DJE I oo p EL 5 This permit is hereby issued under the of the Butte County Cgde and/or Resolutions indic a ve for hick fees have B PERMIT EXPIRES ON applicable provisions to do work been paid. Date % l O Date ReceiptNo. -353252 $ 2,242.91// 360453 $156.30 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT oa COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 .g PERMIT APPLICATION DATA SHEET / c /� &,1X,4D&1h1M OWNER: // �I / ► e 3 ASSESSOR PARCEL NUMBER O(�V -SIL Proposed Building Use: bS P- W,4! 1 • GAIA ounter Technician: 7e -Date: q-18,-62_ Items required in order to appl for a permit. All boxes HST b6. checked OR marked NA in order 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.' 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of.starnped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufacfur';ed,homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ T. 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 V4. ''ng items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................... �^ I.... Mi16. Sanitation and plot plan approval from the Environmental Health Department in C f! I (f P/ City of Chico Plumbing permit ............................................... California Department of Forestry plan approval P paid. Sent by: .................:.... 19. Planning approval for (A) Use: 1< (B)Parking: (C) Parcel Check: "7 - -• ❑ '20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). !_--c5l �v C ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ a6. Letter of Signature authorization.................................................................... 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ ' ❑ Grant Deed, ❑ M.H. Tjtle/Statement of Facts, ❑ Letter from Iregpl Owner, ❑ Check to H.C.D. $ X!en issued T hold -or pickup. I have been info , ed of th above items and requirements for obtaining a building permit. Applicant: Date: /yZ- 1. Index permit application for the above items numbered: lan'Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: (a 3 'Q Z Plans approved by: M< Date: Z Structural reviewed by: Date: Structural approved by: , Date:c.— Note transfer by: Date: Yellow: Building Division E.H. USE ON Y Plot Plan Attached Floor Plan A d Sant to B.O. TO: Building Department FROM: Environmental Health ' SUBJECT: Sanitation Clearance Owner Loc ion 6 AP# Plan Approved for: Sewage Disposal% Water upply: Public Private Well% Clearance for. dwelling. Other " G �� .or n:nDC;�je.0, .6l,l�%, ©���1 Hold final for: Final clearance O.K. for: NOTE: Envir 8/96 OWNER PROPOS 1. BUILDING PERMIT FEES / --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $r 2. SCHOOL DISTRICT FEES Poe4g& i 196 t ► J (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... �$36000 Units COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE 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) FJ7. S E -INSPECTION AND PLAN CHECK 89.0 aid 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 DATE RECEIPT # DATE REC. �2� 3E32L:�_ _lp- 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 (—CL / ! < ) 9-e- 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 - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) »6 ., .., -.t , ��--...y.. +`+' '`_< <�1ti rY`vY �M�7-rti1�*'�"�.}N �"t-t�,�•`�„� ty t.. ,•R.�-,r � � �.�...-.-...._ sem.-t...rV'P..••' �. "..(t•'�.s..{..- X1 ?�, Lot No. Residential Development ;Fad'. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM 'A.,'(One �'- to .. '(One form per Building) � Conversion 000, z4lz School District,, '+ � Building Department No. A.P. Number Jurisdiction: City County Property Owner Property Location/Address. _ .Subdivision ?�, Lot No. Residential Development ............................................ .............................:........................... ............ "` 0 No'of living Mobile Home Addition/'Supplemental to .. Units Installation Conversion Permit # ............................................................................................................... '(No foundation inspection) Commercial/Industrial New Addition Building Department Representative moor rians reviewea oy scnooi uistnct Dis •iqt Identification No. VQ� School District certifies that (City) (State) has complied with the requirements of Resolution No. representing �square feet. School District•Representative Paid by Check°# Vii' / Remarks: Sq. Footage '37 / (Group R) Footage Date (Including Exterior Roofed Areas) 41 (Applicant) 77 (Phone Number) (Zip Code) by payment of $ / (0/ 7 AL'I'l 11AB 2926 $ FULL MITIGATION $ . Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to4he 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), Ypllow (building department), Pink (school district) feeform.xls (10/98)dmm P.1 LOERiCE 148116ATtVN CO.. INC_ INSULATION CERTIFICATE i s.�� I/Vp 1' soh �. Vl� a • cif r'ot " . Numberand-- °�► - -- -- - COMW�I of I imr —_ DESCRIPTION OF INSTALLATION fta%TeA Material. - T hIcknem (nates) Brand Name Thermal Rence (R Value) 2. CEILING Batt or Blanket Type Eft mass Batts Brand Name Johns Manville. -� Thicurss (inches) —_-- Thenal Resistance (R -Value) — ____Loose Fill Type, _-:Fibefglaw,.... __ _ _ Brand Name - Joams.Manv�te -- GontractOds min. installed weig M sq. , (o1 S . tb. 'Minimwn Thickness Manufacturer's Installed weight per square foot to achiste Thermal Resistance (R Value) & EXTERIOR WALL Material EiilRtolass Batts Brand Name Johns Mam i -Ile Th'cccness.(mches) - 3> Thenaal Res bub (R Value) R .f 3 4. RAISED FLOOR Matedal Imttei IMS Batts Thicknem (tri s) _ 5. SLAB FLOOR I PERIMETER Brand Name Johris Manville Thermal Reser (R -Valise) Material Brand tame Thickness Thermal Resist um (R Value) Perimeter Insulation Depth {) . 6. FOUNDATION WALL Material Brand !Name Thickness (inches) .•..:.. Therrnai Rhe (R-Value)- DECLARATION RValue) DECLARATION I hereby certffy that the above virmdc atron was insWed ince Regulations} as irrdaa�RReri on me t;� of co�mianoet6ueA�bve location n Conformance 6Caow. C.L#499150 �G'(JS //-/�/-OR. LOERKE INSULATION CO.,.INC. Signature,ng aCr a Name)r General Po. !dame) Or Owner memSignature, trsoaOr General G(Caam) Or Owner -Tteirt ate I it u ar . ame r Genal Gontracbor (Co. arae) Or rter Y w f. SITE PLAN REVIEW APPLICATION Date: (-i —) B'— D 2 AP# O 6S - SIO—U'71 Permit Number (if applicable) (Z), 2- 2 APPLICANT INFORMATION Parcel Size: 2 S / !° Owners Name: -b OJJ H Owners Address: Telephone No.: Situs Address: Proposed Use: 617 5 21 D&' F-kJA Residential .IN 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 9 Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): 1rra &A U to ❑ 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 2' Site Plan Stamped Approved By Date -7 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: / Snow Load Area: .2075r) TO 2SUU - ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) 41 SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See alta; held) • Flood Zone: % /( • Flood Panel No.: O' -j 00 i✓ Index Date: ❑ 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) ❑ C hapman/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ---------------------------------------------------------------------------------------------------------_____. ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: --F Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front L Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -------------------------------------- Subdivision Map Special Fees Amount Formula ❑ 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 Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation Comments: ❑ Parcel Deemed to be legal Legal Access Provided: ❑ No ❑ Yes Legal Access Required El No F] Yes ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ 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 10 Subdivision Map/Parcel Map: Map Date of Recording: 3-1 9 - 7 t, Lot: 1 ❑ Use Permit/Minor Use Permit Permit Number: P. Book: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: H ❑ 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 than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits 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 e r � El e El Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of S STRUCTURAL C A L C U L A T I O N S Od F O Roots P�j DETACHED GARAGE MIKE & BARB ARA DONHAM 6975 RIDGE WAY MAGALIA, CA 95954 RICHARD E. HALL CONSTRUCTION P.O. BOX 1151 PARADISE, CA' 95967 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 . BUTTE COUNTY JUN f 3 2001 DEVELOPMENT SERVICES nj►" l01- 1323 " BUTTE COUNTY BUILDING DIVISION APP �t VE -0 CIVIL . STRUCTURAL / v� J OF p DATE: SHEET No. / / (530) 872-0254 FAX (530) 872-9331 BY. 5790 CLARK ROAD. PARADISE. CALIFORNIA 95969 CHECKED BY: DATE: JOB No. / �y ../- SUBJECT: `J�ts PROJECT: i r , b 97V 'e/�wcZ�%1��� Dd-vrl-4-��. .,fr D VFywc-s r- c,'M AS: 977--�4-7-zloe�Z- �,e��.�L ,ars C-7 R C E 32434 Reg. Expires 12-31 -2008 Z- /- G A, G L = 89 17CY,11111--� cz> Tv Vora. od s. Tip A - � FLIT EHMHEEMM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE. CALIFORNIA 95969 SMUC7M I' AL C ALCU 700HO BY: DATE: 6 O7 SHEET No. '4 1/ OF �y CHECKED BY: DATE: JOB No. �D�J Z-O�$ r,J aIF7 -c S� =,l7•� �-lel-�f ��/.!�"�,�,2 m,�d�i�rv3— 2.�� Al /eZ - JP, z 2 3 ¢ l7le/,A2 t/2DA). 2,r' e0. arc. rle D-?srw-i lrF 1 4 ,jps,r1 k) ¢, 49Z //. 3 t-, O/,C 2. � y 73 14 ` 010- CIVIL • STRUCTURAL/ BY: �` 7— DATE: � SHEET No. � – 2– OF (530) 872-0254 FAX (530) 872-9331 7� 5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. -, -rc /. Ir - 1,o �I�sv tel. 6 'e V9 12 9`I s 3� 0.< Ile Z �20G 1.6 - 33 %2 F3 P, �p - lrg, 21-7) 3 �Zi,�z . FLU Ell OHEEMOM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 r 07RUC7UNAL CQLC,LV�U700HO BY: "�r DATE: D% SHEET No. " _3 OF CHECKED BY: DATE: JOB No. 7023 AP 77P /Z/ off' Zf i�J�rti /2 P .0 7:rZ 3 r60���� ,moi 173 rl u FLY EMOHEEROM SMUC 7UML C ALCU Q700HO CIVIL • STRUCTURAL �/ BY: DATE: SHEET No. T OF (530) 872-0254 FAX (530) 872-9331 7OZ� 5790 CLARK ROAD. PARADISE. CALIFORNIA 95969 CHECKED BY: DATE: JOB No. Ae z. ec r= 7—,f. ,t✓� Gt� L -- 1�% �, 06� �� , .D J�"� 1, 33?-, tole l9 - , (/2. i 4/ 1Z s� /Z �r4' • �. y�'r'r lv/tt FLU EMOHEEMOM SIMUUCIMML Q%LWLQ`rD0HB CIVIL • STRUCTURAL zz BY: DATE: SHEET No. OF (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. s aig O11' - S 9 t, 42/36' Y cl- _, /Of ' / -- C7'ovs, T7� /,79 /I 6/Z z ,4,30 = 3. K 2, ¢ — 32 AZ J- - F'.e / P. F - '7s -!�� �af f rte' Z� 9 �'? 1,-')7 0 --?/Yi 7 Z�C ON 90f :31VO :A9 03H03HO 69696 VINaOjI1VO-3SIOVaVd'OVOa HaVIO 06L9 l££6-ZL9 (0£S) XVj v9Z0-ZL9 (O£S) M� 30 �p2%�j n 'ON 133�HS% �O 31nVO A9 $ 1V8nlonals • 11ND F LIr EMOHEEROHe CIVIL • STRUCTURAL BY: & &-T /f R (530) 872-0254 FAX (530) 872-9331 DATE: � SHEET No. "� —" OF 5790 CLARK ROAD. PARADISE. CALIFORNIA 95969 CHECKED BY: DATE: JOB No. 749 1? 3 A 4 OF, r%zFZ}x,02 Z.Z z `f-2r7Zt,vt Z.c `f %F_ �a-Q//� %Z' •4.,8s� 72- �J� _ , O/Z� .� � f, Ol/� •� 6� �- , / �3 'e% — �%�v Ways rE 7w vt/� SHEAR WALL SCHEDULE - "DELTA" SYMBOL ON PLANS 1. 7/16" LP SMARTSIDE SIDING OR 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 1/2" DIA. A. BOLTS @ 72" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B & C" BELOW. 2. 7/16" LP SMARTSIDE SIDING OR 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 1/2" DIA. A. BOLTS @ 72". o.c. OR 2 - A. BOLTS MINIMUM. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & C" BELOW. 3. 7/16" LP SMARTSIDE SIDING OR 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". 2 - 1/2" DIA. A. BOLTS @ EACH PANEL. PHD2 HOLDOWN ON 2 - 2x EDGE ( KING ) STUDS W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B, C, D & E" BELOW. NOTES: A. CONTINUE WALL SHEATHING DOWN TO THE FOUNDATION PLATE. B. CONTINUE WALL SHEATHING UP TO ROOF SHEATHING. C. ALL A. BOLT WASHERS SHALL BE 2" SQ. x 3/16" THICK. D. EXTEND A. BOLT OF HOLDOWN AS REQUIRED BY USING THREADED ROD & COUPLER NUT OF THE SAME DIA. AS THE SSTB. PROVIDE SOLID BLOCKING UNDER EDGE STUDS ALL -ALONG THE ROD. E. USE ONE SIZE GREATER SSTB A. BOLT WITH CONC. FOUND. PLACED IN TWO POURS. GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE CALIFORNIA BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS. 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 18" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO CBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE (U.N.O.): 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT NON BEARING 2x STUDS & PLATES, 2x BLOCKINGS - D. F. STUD GRADE 6x MEMBERS - D. F. NO. 1 10. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE ( CLOSE GRAIN) REDWOOD. 11. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23 -II -H OF CBC - DIAGRAM CASE 1). 12. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23 -II -B-1 OF CBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 13. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 14. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 15. THE ULTIMATE COMPRESSIVE STRENGTH OF CONC. SHALL BE 2500 PSI MIN. IN 28 DAYS. 16. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 17. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 50 BAR DIAMETERS OR 24" MIN. 18. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. ESR -1301 ES REPORTTM Issued December 1, 2006 �� This report is subject to re-examination in one year. ICC Evaluation Service, Inc. IBusirms5ft9imud o"'ce r M Worlanan W R04 Wlitia, CaUm m 9M r (W) 699OW Regional Office Or 900 M -td- Road, Suke A Barwrov r>, AWxNM 35113 ■ (205) 5999800 www. i cc -eS .ora RVorW office ■ 4051 West Fb=xcr Read, Comfy pub Hits, Wrm W478 ■(708) 79 2305 DIVISION: 06 WOOD AND PLASTICS Section: 06160 --Sheathing DIVISION: 07 THERMAL AND MOISTURE PROTECTION Section: 07460—Siding REPORT HOLDER: LOUISIANA-PACIFIC CORPORATION 10115 KINCEY AVENUE, SUITE 150 HUNTERSVILLE, NORTH CAROLINA 28078 (800) 334-3551 www.LPcorp.com customer.support(ailpcorp.com EVALUATION SUBJECT: LP SMARTSIDEe LAP SIDING AND LP SMARTSIDEe PANEL SIDING 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2003 International Building Codee (IBC) ■ 2003 International Residential Codee (IRC) ■ BOCAe National Building Code/1999 (BNBC) ■ 1999 Standard Building Code° (SBC) ■ 1997 Uniform Building CodeTM (UBC) Properties evaluated: ■ Exterior siding ■ Structural 2.0 USES LP SmartSidee Lap Siding and LP SmartSidee Panel Siding are used as exterior wall covering materials on buildings where combustible materials are permitted. LP SmartSidee Panel Siding may be used as a bracing method for conventional wood -framed walls as an aftemative to those specified in IBC Section 2308.9.3, IRC Section R602.10, BNBC Section 2305.9, SBC Section 2310.213 and UBC Table 23 -II -1-1. LP SmartSidee Panel Siding may be used as sheathing for wood structural panel shear walls having allowable shear loads specified for PS2-compliant wood -based sheathing in accordance with IBC Table 2306.4.1, BNBC Table 2306.4.6.2, SBC Table 2310.2B and UBC Table 2341-1-1. 3.0 DESCRIPTION 3.1 General: LP SmartSidee Lap Siding and LP SmartSidee Panel Siding are engineered -wood exteriorwall covering materials that are suitable for long-term exposure to weather or conditions of similar severity, when fastened to vertical supports or approved nailable wood substrates in accordance with their span ratings and this evaluation report. The tap siding and panel siding products consist of a mat -formed wood substrate preservatively treated with zinc borate in accordance with AWPA Standard T1, and a resin -impregnated overlay material bonded to the face of the lap and panel siding products intended to be exposed to the weather. Additionally, all panel and lap siding edges are factory -sealed with a sealer in accordance with the approved quality control manual. 3.2 LP SmartSidee Lap Siding: LP SmartSidee Lap Siding is available in widths of 6, 8 and 12 inches (152, 203 and 305 mm); thicknesses of and '/,s inches (10 and 11 mm); and lengths of 16 feet (4877 mm). The 8.4nch-wide (203 mm),'/16-inch-thick (11 mm) lap siding is also available with an optional self -alignment edge (Figure 1). 3.3 LP SmartSidee Panel Siding: LP SmartSidee Panel Siding is 4 feet (1219 mm) wide and 4, 6, 7, 8, 9 or 10 feet (1219, 1829, 2134, 2438, 2743 or 3048 mm) in length. LP SmartSidee Panel Siding is available in 3/._, and 1% inch (10, 11, and 15 mm) thicknesses. The 3/e- inch- thick (10 mm) panel has grooves spaced at 8 inches (203 mm), with a minimum thickness at the grooves of 0.164 inch (4 mm) and a minimum thickness at the shiplap of 0.136 inch (4 mm). The'/16 inch -thick (15 mm) panel has grooves spaced at 4 or 8 inches (102 or 203 mm), with a minimum thickness at the grooves of 0.235 inch (6 mm) and a minimum thickness at the shiplap of 0.150 inch (4 mm). The '9/,- inch - thick (15 mm) panel has grooves spaced at 4 or 8 inches (102 or 203 mm), with a minimum thickness at the grooves of 0.311 inch (8 mm) and a minimum shiplap thickness of 0.194 inch (5 mm). LP SmartSidee Panel Siding is classified as Exterior Rated Siding or Exterior Rated Siding—Sheathing. The classification is noted in the label on the panel. Exterior Rated Siding is intended to be installed in applications in accordance with IBC Section 2308.9.3, IRC Section R602.10, BNBC Section 2305.9, SBC Section 2308.2, and UBC Section 2320.11.3 as an exterior siding suitable for long-term exposure to weather or conditions of similar severity. In addition to the intended application for Exterior Rated Siding, Exterior Rated Siding -Sheathing is intended to be installed in applications in accordance with IBC Table 2306.4.1, BNBC Table 2306.4.6.2, SBC Table 2310.213, and UBC Table 23-11-1-1. FS REPORTS' are not to be comtrued = reprruenting aesthetics or mry other attributes rot Specifically oddr�ed. nor are they to be corvaved as an vidarremem of the Subject of the report or a recommendation for iu rite. Then is no wmraruy by XC Evaluation Service, lne, o9w= or implied at to arry finding or other matter in this report, or as to arry proAuu covered by the report Copyright © 2006 Page 1 of 6 Page 2 of 6 ESR -1301 4.0 INSTALLATION 4.1 General: LP SmartSide° Lap Siding and LP SmartSide Panel Siding must be installed in accordance with the manufacturer's published installation instructions (titled Application Instructions LP SmartSide Lap LP SmartSide° Panel Siding) and this report. In the event of conflicts, this report governs. A copy of the manufacturer's installation instructions must be on the jobsite at all times during installation. LP SmartSide Lap Siding and LP SmartSide Panel Siding must be installed with an approved water -resistive barrier or weather -resistant sheathing paper as required by the applicable code. Openings in, penetrations through, and terminations of the LP SmartSide Lap Siding and LP SmartSide Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code. Unless otherwise noted in this report, fasteners and fastener spacing must be as noted in the applicable code. 4.2 LP SmartSide Lap Siding: LP SmartSide® Lap Siding must be attached either directly to framing members spaced a maximum of 16 inches (406 mm) on center for '/B inch -thick siding and a maximum of 24 inches (610 mm) on center for'/16-inch-thick siding; or over one of the following nailable sheathings: 1. Nominally 1 -inch -thick (25 mm) wood boards with studs spaced up to 24 inches (610 mm) on center. 2. Wood structural panels with a roof -span rating of 24 inches (610 mm) or greater, with the long dimension placed either parallel or perpendicular to studs spaced a maximum of 24 inches (610 mm) on center. 3. Wood structural panels with a roof -span rating of less than 24 inches (610 mm), with the long dimension placed either parallel or perpendicular to studs spaced a maximum of 16 inches (406 mm) on center. Self -aligning LP SmartSide® Lap Siding is installed with nails placed at the top of the LP SmartSide Lap Siding, '/Z inch (13 mm) down from the upper edge. Each successive course of lap siding must rest on the back rabbet and must self -align at an overlap of "/16 inch (21 mm). Nails attaching the LP SmartSide° Lap Siding to nailable sheathing must be spaced at a maximum of 8 inches (203 mm) on center. Nails used to attach lap siding to sheathing must be of sufficient length to penetrate a minimum of 1'/2 inches (38 mm) through the sheathing and into framing at each stud location. 4.3 LP SmartSide* Panel Siding: LP SmartSide Panel Siding must be installed either directly to framing members or over one of the following nailable sheathings: 1. Nominally 1 -inch -thick (25 mm) wood boards with studs spaced up to 24 inches (610 mm) on center. 2. Wood structural panels with a roof span rating of 24 inches (610 mm) or greater, with the long dimension placed either parallel or perpendicular to studs spaced up to 24 inches (610 mm) on center. 3. Wood structural panels with a roof span rating of less than 24 inches (610 mm), with the long dimension placed either parallel or perpendicular to studs spaced a maximum of 16 inches (406 mm) on center. LP SmartSide* Panel Siding must be installed with its long dimension oriented vertically. When LP SmartSide* Panel Siding is applied directly to the framing, the maximum spacing of the framing must be consistent with the span rating of the LP SmartSide° Panel Siding, which is identified on the panel's label. Allowable loads for shearwalls sheathed with LP SmartSide Panel Siding—Sheathing are noted in Table 1 and are applicable only when installation is directly to framing members. Four -foot -by -eight -foot (1219 mm by 2438 mm) LP SmartSide Panel Siding—Sheathing installed vertically, directly to framing, with a single row of nails penetrating both laps, spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intermediate supports, is an alternative to the wall bracing requirements for conventional wood frame construction specified in the applicable code for applications not requiring structural analysis. Minimum coverage area must be as set forth by the applicable code for structural wood panels. Shear values for panels applied directly to studs must be no greater than those noted in Table 1. All LP SmartSide Panel Siding joints must occur at framing members and must be protected with a continuous wood batt, approved caulking, flashing, or vertical or horizontal shiplap, or otherwise made waterproof. 4.4 Transverse Wind Loads: Maximum allowable transverse wind loads for LP SmartSide Lap Siding and LP SmartSide® Panel Siding are as noted in Tables 2 and 3. 5.0 CONDITIONS OF USE The LP SmartSide Lap Siding and LP SmartSide® Panel Siding described in this report comply with, or are suitable aftematives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 LP SmartSide Lap Siding must not be used as an altemative to bracing requirements specified in the applicable code. 5.2 LP SmartSide*Panel Siding–Sheathing, when installed as set forth in this report, may be used as an aftemative to bracing requirements specified in Section 2308.9 of the IBC; Section R602.10 of the IRC; Section 2305.13 of the BNBC; Section 23082 of the SBC; and Section 2320 of the UBC. 5.3 In areas where seismic analysis is required by the applicable code, the applicable code requirements for wood structural panel shear walls must be consulted for additional detailing requirements, restrictions concerning certain usages, required modifications to the allowable shear loads tabulated in this report, and additional inspection requirements. 5.4 LP SmartSide` Lap Siding and LP SmartSide Panel Siding must not be installed in contact with masonry. 5.5 LP SmartSide` Lap Siding and LP SmartSide Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance from finished grade. 5.6 When field cuts are made to LP SmartSide* Lap Siding and LP SmartSide* Panel Siding, all exposed surfaces must be finished according to the paint or caulk/sealant manufacturers' specifications. 5.7 LP SmartSide* Lap Siding and LP SmartSide* Panel Siding are manufactured by Louisiana-Pacific Corporation in Hayward, Wisconsin (Mill No. 357); Newberry, Michigan (Mill No. 416); Silsbee, Texas (Mill No. 429); Tomahawk, Wisconsin (Mill No. 435); and Two Harbors, Minnesota (Mill No. 399); under a quality Page 3 of 6 ESR -1301 control program With inspections by APA—The Engineered Wood Association (AA -649). 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for Treated -engineered -wood Siding (AC321), dated October 2005. 7.0 IDENTIFICATION LP SmartSidee Lap Siding and LP SmartSidee Panel Siding must be labeled with the product designation and the name of the manufacturer (Louisiana-Pacific Corp.); and bear the stamp of the inspection agency, APA—The Engineered Wood Association (AA -649). See Figure 1. The stamp shall contain the following information: 1. Mill number. 2. The evaluation report number (ESR -1301). 3. Grade/exposure. 4. Span rating. 5. Panel thickness (in fractions of an inch). TABLE 1—ALLOWABLE RACKING SHEAR (pif) FOR LP SmartSide° PANEL SIDING—SHEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING'A3 MINIMUM MINIMUM PANELS APPLIED DIRECTLY TO FRAMING PANELS APPLIED OVER'/=INCH OR NOMINAL NAIL 16 5/,INCH GYPSUM SHEATHING PANEL THICKNESS PENETRATION IN FRAMING Nall Size Nall S pacing at Panel Edges Nail Size Nall Spacing at Panel Edges (inch) ) (inches) (Common or (inches) (Common or (inches) 6 4 3 2' 6 4 3 2' 120 12 40 120 105 Galvanized Galvanized 6 1 58 145 125 110 o Box) 100 B ox) — 5/1." 11/ 180 270 350 450 8d 180 270 350 450 3/85.6200 300 390V870 200 300 390 510 3/.5.6 1 �/ 2 220 320 410 10d 260 380 490- 7/,6 5 240 350 450 260 380 490` 640 +e/ s 15/ 10d 340 510 665' 1 — — — — — 'For framing of other species: (a) Find specific gravity for species of lumber in AF & PA National Design Specification; (b) find shear value from table for nails size; c) muthply value by 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42. ZAII panel edges must be backed with 2 -inch nominal or wider framing. Panels must be installed with the long dimension oriented in the vertical direction. Space nails 6 inches o.c. along intermediate framing members for'/,inch and'/16-inch panels installed on studs spaced 24 inches o.c. For other conditions and panel thicknesses, space nails 12 inches o.c. on intermediate supports. 'The values are for short-term loads due to wind or earthquake and must be reduced by 25 percent for normal loading. 'Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches o.c., and where 10d nails having penetration into framing of more than 15/, inches are spaced 3 inches, or less, o.c. Exception: Unless otherwise required, 2 -inch nominal framing may be used where full nailing surface is available and nails are staggered. 5Except as noted in Footnote 7, panel thickness at point of nailing at panel edges determines applicable shear values, except that 3/,4ndrthidk panels nailed at shiplap edges use 5/„4nch shear values, and'/„- and 19/, 4ncrthidk panel sidings nailed at shiplap edges use 3/84nch shear values. 6Shiplap edges must be double -nailed; one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spacing specified for the applicable shear value. 'Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel siding. TABLE 2—A.AP SIDING - MAXIMUM ALLOWABLE TRANSVERSE WIND LOAD' MINIMUM SIDING THICKNESS (inch) MAXIMUM WALL STUD SPACING' (inches) SIDING WIDTH (Inches) MAXIMUM ALLOWABLE LOAD (psf) MAXIMUM WIND SPEED' (mph) (IBC & IRC) Wind Exposure Category B C D 3/e 16 6 80 170 145 130 8 63 150 130 120 12 40 120 105 90 /+e 16 6 80 170 145 130 8 63 150 130 120 12 40 120 105 90 24 6 1 58 145 125 110 8 42 125 105 100 12 27 100 1BS — . • r-. - —1 — . , —, .. .V nhJl 1. 'One fastener per stud located '/, inch from the top edge of the siding. Fastener must have a minimum head diameter of 0.297 inch, a minimum shaft diameter of 0.113 inch and a minimum length of 2.5 inches (8d box nail). 'Wall studs must have a minimum specific gravity of 0.42. 'Three -second -gust; based on a building height of 40 feet, Zone 5, and an importance factor of 1.0 in accordance with ASCE 7 Section 6.4.2.2 (Component and Cladding) and IRC Section R301.2.1. Page 4 of 6 ESR -1301 TABLE 3—PANEL SIDING - MAXIMUM ALLOWABLE TRANSVERSE WIND LOAD MINIMUM SIDING THICKNESS (Inch) MAXIMUM WALL STUD SPACING= (inches) FASTENER SPACING' (inches o.c.) MAXIMUM ALLOWABLE LOAD (psf) MAXIMUM WIND SPEED' (mph) (IBC & IRC) Edges Field Windure Category tegory B C D 3/B 16 6 12 38 110 100 90 6 75 150 140 130 24 6 12 25 90 — — 6 50 130 110 105 For Si: 1 Inti = 25.4 mm, l psi = 4/.88 Na, 1 mph = 1.6 kph. 'Fastener must have a minimum head diameter of 0.297 inch, a minimum shaft diameter of 0.113 inch and a minimum length of 2.5 inches (8d box nail). Wall studs must have a minimum specific gravity of 0.42. 'Three -second -gust; based on a building height of 40 feet, Zone 5, and an importance factor of 1.0 in accordance with ASCE 7 Section 6.422 (Components and Cladding) and IRC Section R301.2.1. 13116" 7 71W. f/- 1/32' a' Self -Aligning Profile FIGURE 1—SELF-ALIGNING LAP SIDING PROFILE SROM` : R"I CK HRLL ro tiii'LTi: COL -N. i3UI1.RI 'G DIVISION y l'Oi:?�:Y CE!•3'1:[L £1RNT OROVILLE, CA S�965 COPY of Document Recorded gyne, i-iiu. • v 09 -Jul -2002 R- X82 t18P2 Has not been compared with original BUTTE COUNTY RECORDER 5I1GYdSA FOR RE1DENITIAL DEVELOPA^1>> VI C 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. All that real property situate in The County of Butte. State of California, described as follows: SSPE � ��CI�° �X���if Date State of California County of SAN MATE O Or.jUNE 22, 20b2' before me, ��i0'iQe/ LEONEL A. LOLA personally appeared MI sJJAZJ.L � A ANNF BARE!- :i-�nrzti Dersonally known to me (or proved to me on the basis Of saUsfattory evDdencc) to be the perswi(s) Who-senames) is/are suilSC ib d to the within instrument and acknowiedged to me that helshei.hey exccatel the Barns in hioller/ciceir :atkthori e.?I capacity(ies), and that by his/her/their stgnature(s) on the instrumcnt, the penon(s') or the entity upon beba.4 of wttN,11 the persons)acte WITNESS m;eh d d, a ted the instrumentinstrumenthand (facial seal Signature Seal: lEONa A Irttll ��IiiSi�t t141 'T ALTA OWNERS POLICY (REGIONAL EXCEPTIONS) E19IBIT "A" POLICY NO. BU -135755-2 WC ALL THAT CERTAIN LAND SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 19, 1974, IN BOOK 49 OF MAPS, AT PAGE(S) 41. EXCEPTING THEREFROM ALL VALUABLE MINERALS, MINERAL DEPOSITS, OILS AND GASES OF EVERY KIND AND NATURE, CONTAINED IN AND UPON SAID LAND, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS UPON AND FROM SAID LAND AT ANY POINT THEREON FOR MINING PURPOSES AND TO PROSPECT, MINE AND OPERATE IN AND UPON SAID LAND,; THEREFORE, AS RESERVED IN THAT CERTAIN DEED FROM MAGALIA MINING COMPANY, A CORPORATION TO GEORGE S. SOSNOFF, DATED JULY 17, 1962 AND RECORDED AUGUST 2, 1962, IN BOOK 1193, PAGES 464 AND 467, OFFICIAL RECORDS. SAID MINERALS WERE QUITCLAIMED TO A DEPTH OF 50 FEET .BY DEED FROM MAGALIA MINING COMPANY, A CORPORATION TO AMOS H. HOOG, JR., ET UX, DATED FEBRUARY Z9c�t, AND RECORDED FEBRUARY 5, 1964', IN BOOK 1294, PAGE 530, ^PFTCj.AL RECORDS. PARCEL II: A NON—EXCLUSIVE EASEXEiI T VOR ROAD PLb_t_=OSES i' -1'T7 TTT7T,l-Tv 'PURPOSES CrVF.:;� .A. STRIP OF .LAND 60.00 FEET' 1N 6i'Lf T'H l; i:v( 30.U" : EE:' ..TnT ..c+ f""%- r^T.TnwT?Jf- nFSCR.IRED CENTERLINE: 14 r% I COMMENCING AT A 2-3/4" BRASS MONUMENT STAMPED L.S. {2843 HARKING THE CENTER OF SECTION ly, 'i'OWISSHI 23 ::C, .'.•:, :..A::^E -4 EAST, M. t%, R .•CE- � r...1C TH,� ra5:_� AND UlFST CENTER" IME OF SAID sk;_'I'"_',�; Oc Pl. i Li1Gl��.au aaa�..a i SOUTH R9 DEG. 57' 38t1 WEST, 128.08 FEET TO THE --TRUE POINT OF BEGINNI INC' FOR THE FOLLOWING DESCRIBED CENTERLINE; ''I—HENCE FROM SAID TRUE POINT OF BY:CilNl`J1fiCi, ' SOUTH 14- ' ""Y.+m. niuvwit-1v cr.t'�f+1'ir '; is 4 i''L4 : a. , . �—.. 17' 15" WEST, 3.1.23 FEET;. THENCE SOUTH 02 DEG. 27' 41." WEST, 113.51 rr�m • THENCE cnTTTN 36 DEG. 30' 0611 WEST, 58. G6 FEET; THENCE SOUTH 45 DEG. 44' 13" WEST, 116.64 FEET; THENCE SOUTH 57 Dl G. 50' 01" WEST; 119.91 FEET TO THE C::'?s'i'ta'RLINE OF AN EXISTING 60.00 C'OO'T ROAD AND PL:514IC UTILITY EASEMENT AS SHOW? ON THAT CERTAIN PA-RCEL MAP ::iCCT'DED uArinv 10# 1974. TN ROOK 49 OF MAPS, AT PAGE (S) 41, BUTTE COUNTY RECORDS, AND THE END -7-SAID LINE.. CONTINUED PAGE 5 ALTA OWNERS POLICY POLICY NO. BU -135755-2 WC (REGIONAL EXCEPTIONS) PARCEL ..l', i %�?itl EXCEPTING. THEREFROM ALL THAT PORTION' LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL_ III: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT A 2-3/4" BRASS MONUMENT STAMPED L.S. #2843 MARKING THE CENTER'OF SAID SECTION 19, TOWNSHIP 23 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE ALONG THE NORTH AND SOUTH CENTERLINE OF SAID SECTION, SOUTH 01 DEG. 31' 54" WEST, 110.50 FEET TO THE TRUE POINT OF BEGINNING FOR THE FOLLOWING DESCRIBED CENTERLINE; THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 75 DEG. 17' 15" WEST, 129.36 FEET; THENCE SOUTH 8 DEG. 06' 24" EAST, 155.91 FEET; THENCE SOUTH 25 DEG. 01' 11" WEST, 88.47 FEET; THENCE SOUTH 6 DEG. 17' 24" EAST, 119.27 FEET; THENCE SOUTH 31 DEG. 481 29" WEST, 192.97 FEET TO THE SOUTH LINE OF PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE 'OF CALIFORNIA, ON MARCH 19, 1974, IN BOOK 49 OF MAPS, AT PAGE(S) 41, AND THE END OF SAID LINE. EXCEPTING THEREFROM ALT, A HAT PVR'i'LUN LYING WITHIN THZI BOUNDS OF PARCEL I, DESCRIBED HYREIN. PARCEL IV: AN EASEMENT 10.00 FEET IN 'WIDTH LYING 5.00 FEET ON EACH SIDE OF ACHE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHWEST CORNER CUe PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDEP IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE CF CALIFORNIA, 011I. M-kl C:: 19, 1974, IN BO(,7C 49 OF MAPS, AT PAGE(S) 41; THENCE ALONG THE WEST LINE THEREOF, NORTH 1 DEG. 11' 09" EAST, 87.76 FEET TO THE TRUY. P%iI.NT OF BEGINNING FOR THE CENTERLINE HEREIN IiEcCkIBED; THENCE FROM SAID TRUE POINT OF BEGINNING EAST 49.05 F)S"ZT TO T :L ^T'"T'I'F'R OF A25.00 FOOT RADIUSCIRCLE, SAID CIRCLE BEIr�C:. A PART C2' ' IHI: EASEMENT; THENCE FROM SKID CENTER CONTINUING EAST 46.72 FEET TO THE WESTERLY RIGHT OF WAY LINE OF A 60.00 FOOT EASEMENT AS SHOWN ON SAID PARCEL MAP. CONTINUED PAGE 6 ALTA OWNERS POLICY POLICY NO. BU -135755-2 WC (REGIONAL EXCEPTIONS) PARCEL V• A 60 FOOT. c�..� T'A.rEIl`3,t'!' i/.ii. a.I�=i .>r ` .,r.�. ziJ'I-F..t.,:'J�1rJ w%1 .F;J1:./ CJ!t1:L .-.i:.. UTILITIES AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 19, 1974, IN,BOOK 49 OF MAPS, AT PAGE(S) 41. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL VI: A NON–EXCLUSIVE EASEMENT FOR. ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A PARCEL OF LAND IN THE SOUTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 4 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 19; THENCE ALONG THE EAST AND WEST CENTERLINE OF SAID SECTION 19, NORTH 89 DEG. 57' 3891 EAST, 1,861.40 FEET; THENCE SOUTH 1 DEG. 11' 0901 WEST, 25.89 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 84 DEG 36' 1111 EAST, 5.48 FEET;. THENCE SOUTH 82 DEG. 34' 16t1 r,?,S"', 115.38 'i�EET; THENCE SOUTH 73 DEG. 50' 4811 EAST, 94.03 FEET; THENCE SOUTH 1 DEG. 11' 0911 WEST, 100.99 FEET; THENCE NORTH 31 DEG. 02' 1611 WEST, 55.28 FEET; THENCE NORTH 73 DEG. 50' 48f1 WEST, 74.98 FEET; THENCE NORTH 82 DEG. 34' 16" WEST, 109.74 FEET; THENCE NORTH 1 DEG. 11' 0911 EAST, 60.16 FEET TO THE TRUE POINT OF BFGTNN1NG. A 'NON–EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A PARCEL OF LAND IF THE SOUTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 4 EAST, M.D? 5 & M.,:U. D MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT T;-1:-1 WEST �;!UARTER CORNER OF SAID SECTION IS'; THENCE ALONG THE F41,37 x.10 WEST CENTERLINE OF SAID SECTION 19, NORTH 89 DEG. 57' 38'` IRN. lr' '+_; c50._15 FEET; °1h NCE SOUTH 1 DEG. Ill 0991 WEST, 5.84 FEET' TO Tfli ' '..•'''-.R[TF. POINT ���, �L;JIi:i i►iv r"OR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF 3CT111NT1-G; SOUTH 84 DEG. 36' 1111 EAST, 211.57 FEET; THENCE SOUTH 1 DEG. 11' 09" WEST, 60..16 FEET; THENCE NORTH 84 DT;. ?.6' ':11" WIEST, 2 1. 1. i15 7 i'hE'14C2 NORTH 1 DEG. 1.1 , ng,, FAST ,60.16 FEET TO "'rIE rtP.Ci? POINT C LB-1*1"NTNG . CONTINUED PAGE 7 ALT11. G -i- RS P'v: I,:Y iiCL1l":1' '�(J, [G'1- i35i;)�-2 WC (REGTONA T: EXCEPTIONS) PARChL `J11.12 AN EASEMENT FOR ROADWAY PURPOSES AND FOR INGRESS AND EGRESS,, MORE PAP`1 _ r U pr:V :�r:� rczEr a- LYST.Tl�L7` COMMENCING AT A POINT ON THE EAST AND WEST CENTERLINE OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 4 EAST, M.D.B. & M., SAID POINT ALSO BEING THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN THE DEED FROM AMOS H. HOOG, JR., ET UX, TO JACK PORTLOCK, ET U-, DATED MAY 13, 1957 AND RECORDED MAY 17, 1957, IN 'BOOK 887, PAGE 393, OFFICIAL RECORDS; THENCE NORTH ALONG THE EAST LINE OF SAID PORTLOCK ET UX PARCEL, A DISTANCE OF 30 FEET TO THE TRUE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE FROM SAID POINT OF BEGINNING SOUTH 30 FEET ALONG SAID EAST LINE TO THE SOUTHEAST CORNER OF SAID PORTLOCK, ET UX, PARCEL, BEING ALSO TO A POINT ON THE EAST AND WEST CENTERLINE OF SAID SECTION 19; THENCE EASTERLY ALONG SAID EAST AND WEST CENTERLINE, A DISTANCE OF 781.54 FEET TO THE NORTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND.- n" AND,n". r,T-%TnVn TAT THE DEED FROM GEORGE S. SOSNOFF, ET UX, TO AMOS H. HO OG JR., ET UX, RECORDED AUGUST 6, 1963, IN BOOK 1262, PAGE 309, OFFICIAL RECORDS; THENCE SOUTH ALONG THE EASTERLY LINE OF SAID HOOD, ET UX, PARCEL, A DISTANCE OF 60 FEET; THENCE WESTERLY AND PARALLEL TO THE EAST AND WEST CENTERLINE OF SAID SECTION 19, A DISTANCE OF 687 FEET TO A POINT ON THE WESTERLY LINE OF THAT CER"'?:TN PARCEL OF LAND DESCRIBED IN THE DEED, FROM AMOS H. HOOG, JR., ET UX, TO KENNETH 0. LARUM, ET UX, RECORDED FEBRUARY 26, 1963, IN BOOK 1226, PAGE 283, OFFICIAL RECORDS; THENCE SOUTH 88'DEG. 20' 16" WEST, A DISTANCE OF 94.74 FEET; THENCE NORTH 61 DEG. 39' 44" WEST, A DISTANCE OF 60.00 FEET TO A POINT THAT IS SOUTH OF AND PERPENDICULARLY DISTANT 30 FEET FROM THE EAST AND WEST CENTERLINE OF SAID SECTION 19; THENCE WESTERLY AND PARALLEL TO THE EAST AND WEST CENTERLINE OF SAID SECTION 19 TO THE EASTERLY LINE OF COUTOLENC ROAD; THENCE NORTHERLY ALONG THE EASTERLY LINE OF SAID COUTOLENC ROAD, A DISTANCE OF 60 FEET MORE OR LESS TO A POINT THAT BEARS SOUTH 88 DEG. 20' 16" WEST AND PARALLEL WITH THE EAST AND WEST CENTERLINE OF SAID SECTION 19 FROM THE POINT OF BEGINNING; THENCE NORTH 88 DEG. 20' 16" EAST AND PARALLEL WITH THE EAST AND WEST CENTERLINE TO THE TRUE POINT OF BEGINNING. PAGE 8 PROJECT PROCESSING RECORD 1011 Applicant: Owner: A.P. Permit #: © 2 Work Description: Date Descri tion of Step or Status �7-oz, �Lt_e_ 4t Pki to, Fes- f4�r" - v Mr a/0 i� i i �J , MANY, U M, r i s / LAN REVIEW RESPONSE FORM In order to expedite the review of � Plan, Please 0000lp 0 lite folloain , io�n and neon this form with your re submittal. this form is not complete, as. to all correction how we will not be We to >tooept your M -submittal for review. 'rum must be a w response to every item requested in our plan cormction 1cW- "Hy otlwf Is not considered a valid respoase. Please Wdkau y, response to each item and the lo=dw wba+e the infb�lk an be fond on the plans/alcs. ATTACH THIS FORIN TO A COPY OF YOUR PLM REVIEW LETTER AND RlT1AtN WITH REVISED AND ORS, PLANS OWNERS NAME GATE: 1 /o 2 - ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: P LAN CHECK ITEM N 1 RESPONSE BY: �G ILL I( LOCATION ON PLANS/CALCS: S e ef 6 COMMENTS: . JA PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CAL IS'. G V -c 7 fz(00l- P /6 p-, �l P-oo F P 10'i j f/o t� PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANSICALCS: 4 4'r COMMENTS: JA PLAN CHECK ITEM 0 �-C Q PLAN CHECK ITEM M a V,--tlk (W PONSE BY: KATION ON PLAN: 9k.'p- e-� �w uMNS wi t h Lam; , rL/�f G f 12'R -w L otJ ^fil�"� 1j ---cam J.Nvj l�►~C101�1 C.A�hi SJI n0✓LT-( �v 1I)� S t. �% ►�`Q 1\5C- CC Ads r-Ydp . S s'J .012 �[ N (� T V3 L co n► Y . VUC-��7 THI-I �. \ L Tb . e , Foot2000 ver. 1.0, Copyright O 1999-2000 Spyder Software 10/29/2001 3:03:44 PM Company Info I Project Info Russell Gallaway Associates Project: Stokes Residence 660 Manzanita Court; Suite 4 Location: 860 Gardella Ave Chico, CA, 95926 1 Oroville, CA 95965 Phone: (530) 342-0302 Client: Sierra Design Group Fax: (530) 342-1882 JJob No.: 01-045 E-mail: doctord@rga-chico.com IFooting Id: F1 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.50 ksi Concrete Type ...............•....................................... HardRock Concrete Cover ............:........................................ 3.0 in. Steel Ultimate Strength, Fy............... `......................... 60.0 ksi Column Size ......................................................... 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.2 ksf FootingWidth ....................................................... 2.87 ft. FootingLength ..................................................... 2.87 ft. FootingDepth ....................................................... 10.27 in. Punching Shear Stress .............................................. 37.84 psi Beam Shear Stress .................................................. 13.50 psi Reinforcing Standards per ........................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength ............ .00 in' Transverse Bottom Reinforcement Required for Strength .............. .00 int Gravity Only Soil Bearing .......................................... 1.2 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 4.96 0.00 0.00 Live Load 4.48 0.00 0.00 C Wo�S� CaSz� June 7, 2002 Mike and Barbara Donham 6975 Ridge Way Magalia, CA 95954 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541. (530) 538-2140 FAX Assessor Parcel Number: 065-510-079 Building Permit Number: 02-0921 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NONSTRUCTURAL COMMENTS: Please provide floor plan of under floor area behind downstairs bedrooms, which is accessible from the outside door. PROVIDE OWNERS STATEMENT OF INTENT FOR TF USE OF THIS AREA -AT LOCATION OF "POSSIBLE SLAB FLOOR'. FLOOR LAN 2. Provide location of heating and cooling units. ADDITIONAL UNIT NOW LOCATED IN THE ATTIC. PROVIDE REVISED TRUSS CALCULATION FOR LOADS. INDICATE ON PLAN WHERE UNIT IS TO BE LOCATED. LOCATION OF DOWNSTAIRS HEATING UNIT IS STILL UNCLEAR -IS IT LOCATED UNDERFLOOR OR OUTSIDE? SPLIT SYSTEM AC UNIT IS LOCATED UNDERFLOOR? THIS IS NOT AN -PROVED LOCATION. PLEASE REVISE PLANS AND COORDINATE WITH THER PLAN SHEETS. Bedroom on the third floor must have an exit directly to the exterior. Balcony must be provided with a staircase to ground level. This staircase must also be protected with one- hour fire protective construction. THIS STAIRCASE IS NOW LOCATED IN THE FIRE DEPARTMENT SETBACK. PROVIDE ONE HOUR CONSTRUCTION FOR THE PROTECTION OF THIS STAIRCASE. THIS STAIRCASE MUST BE SHOWN ON THE EVATION VIEW OF THE STRUCTURE. YOU WILL THEN NOTE THAT IT'S OCATION INTERFERES WITH ROOF BELOW. PLEASE REVISE. PROVIDE THREE COMPLETE SETS OF PLANS -YOU WILL NEED TO INSERT ANY NEW PAGES -THREE SETS -AND ALL DETAILS ARE TO BE ON THE SETS, INCLUDING ELEVATION VIEWS. 1 of 2 STRUCTURAL COMMENTS: 1. Provide complete construction details of framing and attachment of decks, balconies and exterior stairways. Please include any roof framing and required posts and footings. Attachment of exit facilities may not be accomplished by use of toenails or nails subject to withdrawal per UBC Sec. 2320.13. YOU HAVE SHOWN ATTACHMENT OF DECK LEDGER WITH NAILS SUBJECT TO WITHDRAWEL. PLEASE REVISE PER REQUIREMENTS NOTED. ENGINEEREING WILL NOT BE PLAN CHECKED UNTIL COMPLETE SETS OF REVISED PLANS ARE RECEIVED. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. 0 Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer Cc: Richard Hall 2 of 2 RESPONSE ARM REVIEW RES 0 order PLAN to expedite the review of your plans, please complete the following information and return this form with your re-submhtaL If ,.is form is not complete. as to all Correction items, we will not be able to accept your re -submittal for review. 11WO m0d be a valid =sponse to every item requested in our plan correction leder. "By others'' is not considered a valid response.- Pka9e iadtcate your _sponse to each item and the logon where the information Can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND OR>« mAL PLANS, ;wNERS NAME _ _ DATE: M / ZIIoZ ASSESSORS PARCEL NUMBER PERMIT NUMBER -.cSPONSE FOR PLAN CHECK LETTER DATED: "LAN CHECK ITEM LAN RESPONSE BY: LOCATION ON PLANS/CALCS: 0h/P`/QGtJ Novi S�Pe .'� a U eC+ LOCATION ON PLANSICALCS: ;OMMENTS: e tro v 11J .w c", a a -t-- CL ire-cA,K10010— O O Ir rJ 'LAN CHECK ITEM # RESPONSE BY: ' V�). 'Act( LOCATION ON PLANS/CALCS: 0h/P`/QGtJ Novi S�Pe .'� a U eC+ JMMENTS: CC a01sp e9 T U se O -9—L / < k a 117f ' OMMENTS: 'LAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: ' OMMENTS: G 'ki C4 2LAN CHECK ITEM RESPONSE BY: LOCATION ON PLANS/CALCS: ) Q( C- 'OMMENTS: k- 9 Q r✓ 'OMMENTS: RESPONSE BY: r•] LOCATION ON P IRESPONSE FOR PLAN CHECK LETTER DATED: I I PLAN CHECK ITEM # IRESPONSE BY: LOCATION ON PLANS!CALCS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS"CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS!CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: 0 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK f RESPONSE BY: LOCATION ON PLANSICALCS: COMMENT IZJ PLAN CHECK ITEM # RESPONSE BY: ff I LOCATION ON PL.ANS/CALCS: COMMENTS: IZJ PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSACALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS!CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK rrEM # RESPONSE BY: LOCATION ON PLANS/CALCS: PLAN REVIEW RESPONSE FORM order to expedite the review of your plans, please complete the following information and return this form with your tawbmit�l. If ,.is form is not complete, as to all correction items. we will not be able to accept your re -submittal for review. There nWS be a valid _sponse to every item requested in our plan correction letter. "By others" is not considered a valid response.- Phase iate your _sponse to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND 0RWV4AL VLANS. ;WNERS NAME DATE: . :3SESSORS PARCEL NUMBER PERMIT NUMBER '.=SPONSE FOR PLAN CHECK LETTER DATED: 'LAN CHECK ITEM# RESPONSE BY: LOCA11ON ON'PLANSiCALCS: :OMMENTS: DLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: JMMENTS: 'LAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: :OMMENTS: 2LAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: -OMMENTS: 'LAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS/CALCS: 'OMMENTS: June 7, 2002 Mike and Barbara Donham 6975 Ridge Way Magalia, CA 95954 Department Assessor Parcel Number: 065-510-079 Building Permit Number: 02-0921 • of Development Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Services Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. N -STRUCTURAL COMMENTS: I Please provide floor plan of under floor area behind downstairs bedrooms, which is accessible from the outside door. 2. Provide location of heating and cooling units. rovide a direct vent fireplace in the master bedroom and identify type of fireplace to be 3. .e n stalled in between the living and family rooms. NO (906 e�%�- -- 4 edroom on the third floor must have an exit directly to the exterior. Balcony must be provided with a staircase to ground level. This staircase must also be protected with one- hour fire protective construction. 5. Provide construction details for all stairway, interior and exterior. Include rise and run, handrails and headroom clearance. 1. All residences which model ducts in conditioned space must hire a special inspector to verify all requirements of the State Energy Code. Inspection report will be required before the house is final ed. Plans will be so noted for you. Location of ductwork may not be in the attic. STRUCTURAL COMMENTS: 1'. Provide complete construction details of framing and attachment of decks, balconies and exterior stairways. Please include any roof framing and required posts and footings. Attachment of exit facilities may not be accomplished by use of toenails or nails subject to withdrawal per UBC Sec. 2320.13. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. 1 of 2 Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer Cc: Richard Hall 2 of 2 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: ' )-onkC(/✓ ) Building Permit Number 0 p. -gam Plans Examiner: Martha Christy A. P. Number: —S) d r 0 % g GENERAL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. �. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA W Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). "r' � Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwi�tted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). �. All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). S. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). lU. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). . Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 3` Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). (,_ Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacingshall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of-the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C). 5. Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. ! �� 8. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). x I �'for 12. Stud heights. � 13. High expansive soil - special foundation design required.. �� 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. VVV 9 lk If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Y7. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. SCELLANEOUS ITEMS: Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Foam insulation - protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2):- Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. Energy.. design compliance and supporting documentation. 3: CDF responsible area requirements. II.D PERMIT REQUIREMENTS: 1. SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. _ �� 4. El Special Inspection requirements. lJ� 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing letter. 0 Page 2 of 2 0 F O R MIKE & BARBARA DONHAM RESIDENCE COUTOLENC ROAD MAGALIA, CA 95954 RICHARD E. HALL - GENERAL CONTRACTOR P. O. BOX 1151 PARADISE, CA 95967 FLT ENGINEERING MILDING DUARTMEMI OAD 57 CLARR95969 APPRO �R PARADISE, CA DISE, (530) 872-0254 7/0e I T 1� /�//���� M 12r '2r � M /�//���� U LCT EUV O ll V L7E O U V `.al CIVIL - STRUCTURAL BY: OF (530) 872-0254 FAX (530) 872-9331 DATE: SHEET No. 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. SUBJECT: PROJECT: �. ,e2>1 n-1 4�I_ /,4, _ T E- s�,8✓ter o� r>��E c�z�s �.� rtrE S�vc�,e•F�. ����� � C, .RCE 32434 Reg. 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D�'�c ll ��/�'• d ``2 �t. 26,E �3•c(�f l/ 7 FLU E MM M C E H O M CIVIL • STRUCTURAL gy; �LT DATE: O2 SHEET No. �— / OF �� (530) 872-0254 FAX (530) 872-9331 211-111C5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. Z- //SEs e4 -f6.® �f j0/ 2D'g, 0g, 2 xsre z¢ 4 �trT g/ SHEAR WALL SCHEDULE - "DELTA" SYMBOL ON PLANS D-10 o,— ZDC¢ 1. 3/8" PARTICLEBOARD W/ 6d @ 6"/12". 1/2" DIA. A. BOLTS @ 72" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & C" BELOW. 2. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 16" O.C. RIM JOIST OR BLOCKINGS TO TOP PLATES W/ A35 @ 48" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE "A" BELOW. 3. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 12" O.C. RIM JOIST OR BLOCKINGS TO TOP PLATES W/ A35 @ 36" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE "A" BELOW. 4. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 6" o.c. RIM JOIST OR BLOCKINGS TO TOP PLATES W/ A35 @ 18" o.c. MSTC28 TIE ON 2 - 2x EDGE ( KING) STUDS TO 2 - 2x STUDS OR BEAM BELOW. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & H " BELOW. 5. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6/12". 2 - 1/2" DIA. A. BOLTS @ EACH PANEL. PHD2 HOLDOWN ON 2 - 2x EDGE ( KING) STUDS W/ SSTB16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, C & F" BELOW. 6. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 12" o.c. RIM JOIST OR BLOCKINGS TO TOP OR FOUNDATION PLATES W/ A35 @ 36" o.c. MSTC28 TIE ON 2 - 2x EDGE ( KING) STUDS TO 2 - 2x STUDS BELOW. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & H" BELOW. 7. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 6" O.C. RIM JOIST OR BLOCKINGS TO TOP OR FOUNDATION PLATES W/ A35 @ 18" o.c. MSTC40 TIE ON 2 - 2x EDGE ( KING) STUDS TO 2 - 2x STUDS, HEADER OR BEAM BELOW. WIDTH OF .PANELS AS NOTED ON PLANS. SEE NOTES "A, B, H & I" BELOW. 8. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". 1/2" DIA. A. BOLTS @ 24" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE ( KING ) STUDS W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B, C & F" BELOW. 9. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 5" o.c. RIM JOIST OR BLOCKINGS TO TOP OR FOUNDATION PLATES W/ A35 @ 14" o. c. MSTC52 TIE ON 2 - 2x EDGE STUDS TO 2 - 2x STUDS, HEADER OR BEAM BELOW. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A, D, H & I" BELOW. 10. 3/8" OSB OR PLYWOOD CDX EACH SIDE WITH 8d @ T712". 4 x 6 SILL PLATE TO 4 x 6 x 20'- 0" LONG PLATE BELOW FLOOR SHEATHING W/ 13 - 3/8" DIA. x 8" LAG BOLTS. HD8A HOLDOWN ON 6 x 6 EDGE STUDS TO 6 x 6 POST OR BEAM (HEADER) BELOW. USE 7/8" DIA. THREADED ROD TO HD8A @ POST AND TO 31/2" SQ. x 1/2" THICK WASHER @ BOTTOM OF BEAM. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A, B, D & G " BELOW. 11. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 12" o.c. RIM JOIST OR BLOCKINGS TO TOP OR FOUNDATION PLATES W/ A35 @ 32" o.c. 1/2" DIA. A. BOLTS @ 54" o.c. MAX. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & C" BELOW. 12. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 8" o.c. RIM JOIST OR BLOCKINGS TO TOP OR FOUNDATION PLATES W/ A35 @ 22" o.c. CONTINUE CONNECTIONS OF 2 - 2x EDGE STUDS ABOVE THRU FLOOR SYSTEMS TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, E, F, H & I" BELOW. 13. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 6" o.c. RIM JOIST OR BLOCKINGS TO TOP PLATES W/ A35 @ 18" o.c. CONTINUE CONNECTIONS OF 2-2x EDGE STUDS ABOVE THRU FLOOR SYSTEMS TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, E, F, H & I" BELOW. 14. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 3"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 4 I/2" o.c. RIM JOIST OR BLOCKINGS TO TOP OR FOUNDATION PLATES W/ A35 @ 12" o.c. PHD8 ON 4 x 6 EDGE STUDS TO 4 x 6 POST BELOW. USE 7/8" DIA. THREADED ROD TO PHD8 AT POST OR TO SSTB28 A. BOLT IN FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, D, E & F" BELOW. 15. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6/12". 1/2" DIA. A. BOLTS @ 42" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, C & I" BELOW. 16. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". 1/2" DIA. A. BOLTS @ 24" o.c. PHD8 HOLDOWN ON 4 x 6 EDGE (KING) STUDS AND 4 x 6 POST WITH PHD8 ABOVE, INSTALL W/ SSTB28 A. BOLTS TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, C, D, E & F" BELOW. NOTES: A. CONTINUE WALL SHEATHING DOWN TO SILL OR FOUNDATION PLATE. B. CONTINUE WALL SHEATHING UNDER FRAMING OF PERPENDICULAR WALLS. C. ALL A. BOLT WASHERS SHALL BE 2" SQ. x 3/16" THICK. D. USE 3x (MIN.) FRAMING MEMBERS @ PLYWOOD SPLICES (JOINTS) AND 3x P.T. HEM FIR (MIN.) FOUNDATION PLATE, ALTERANTE TO 3x P.T. FOUNDATION PLATE - USE 2x P.T. PLATE AND DOUBLE THE NUMBER OF NOTED A. BOLTS. E. EXTEND A. BOLT OF HOLDOWN AS REQUIRED BY USING THREADED ROD & COUPLER NUT OF THE SAME DIA. AS THE SSTB. PROVIDE SOLID BLOCKING UNDER EDGE STUDS ALL -ALONG THE ROD. F. USE ONE SIZE GREATER SSTB A. BOLT WHEN CONCRETE OF FOUNDATION IS PLACED IN TWO POURS. G. SHEATHING ON BOTH SIDES - VERTICAL SHEATHING JOINTS OVER ALTERNATE STUDS, USE 4x BLOCKINGS AT HORIZONTAL JOINTS. H. PHD2 HOLDOWNS (TOP & BOTTOM) ON 2 - 2x STUDS W/ 5/8" DIA. THREADED ROD THRU FLOOR SYSTEM COULD BE USED AS AN ALTERNATE TO MSTC28, MSTC40 & MSTC52 TIES. 1. INSTALL PHD2 HOLDOWN W/ SSTB 16 A. BOLT TO FOOTING AT 2 - 2x STUDS W/ MSTC (OR PHD) ABOVE. SEE ALSO NOTES "E & F". F Ur Emig V EENoma CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 87HUC7UHZ%L ML CULM700HO BY; 2 G7 DATE: DZ SHEET No. e�-71 /OF CHECKED BY: DATE: JOB No. GSL 1f L /�t%E Z k�Z. , D� Z ,� 7 �. DCV CjfPSG/r�- — /Z S' � Ar. C �! 7-, trjc /, ST _ . Or — / = (/< v '1: 'd') , 3 o'P,t z - S. ZO iii / o> V-', � — kJh, _ , O�Z x �f- - D(1`-� Z t. aC? -D12,,17 t, Dsf'x . 67 _ , 72 O/Z, Z1 7- � ¢ y L/,vE — �o -, d6Zx (/�?��zfz) �,prx /le-JIZ t, O/Zx Z,� FLU CH OHCSCNOM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 6;W77 Dare / 33,< 0,0,0x ? _, l7 // BY: l�`6 DATE: SHEET No. (0— L OFF CHECKED BY: DATE: JOB No. 2011' A 3 a 1 K — �T' = 3- 7Z ---- k - 3 ,D ¢ �Dp dist /D x �' r/Z i .L ivy- a _D AJ= *lf- 77' yl& — — Zx.zO<lgcrcC�crlZ 237��_s, PG =r (lr--. /7),c Z 37x Z — ig. 30 ' '�, 2.73 `e sQ, T r" �xc�T RFs �oP/��v���Llti�pdE (G���s A) CIVIL • STRUCTURAL BY: G/ DATE: " OZ" SHEET No. C-3 OF 4 (530) 872-0254 FAX (530) 872-9331 5790 &ARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. E7ET.fi-/.C�1�6�' 7-, e pW,<— %��.LG 7v ,8 G�127G,tt- hoz 4� — ePG 4- . JG owe- y 6-�Go�c. G�iCu s Al — A -Z 4,-3 X,F — -7, a ,,O r S'& -z- Srrr s E - /O — IF -/¢ FLT ENGINEERING PROJECT : DONHAM 5790 CLARK ROAD JOB NO. : 2014 PARADISE, CA DATE : 3/2002 (916) 872-0254 CALCIS BY : FLT SHEET OF ^'/ SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL ' SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 . SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) 0.29 - LIVE LOAD (KIP) 0.70 OVERALL HEIGHT OF THE WALL - Hw (FEET): 3 Al, OVERALL HEIGHT OF THE SOIL - Hr (FEET): 3.67 ~=� THICKNESS OF WALL - T (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 0.20 REACTION @ TOP OF WALL - Rt (KIP): 0.08 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.12 HEIGHT OF 10' SHEAR - Ho (FEET): 1.67 MOMENT- -KIP) Mw (FT -KIP). 0.07 AREA REINF. (IN^2) 'dl(IN) SIZE & ------------------------------------------------ SPA (IN) 0.013 3.75 #4 @ 179.3 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL 0.06 < 1.0 PROJECT : DONHAM JOB NO. : 2014 DATE : 3/2002 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): DESIGN FOOTING — WIDTH (INCHES): — DEPTH (INCHES): TOTAL GRAVITY LOAD — Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE (%): ACTUAL SOIL PRESSURE — Q (PSF): SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: -------------------- 100 150 r ^� 1500 ~~ 200 0.35 o� 0 1500 ~~ 11.05 ,/ 6.00 4 � 12.00 */ 12.00 , ------- 1.46 SLAB WIDTH REQUIRED (FEET): 0.0 DESIGN AREA OF SLAB REINF. (IN^2/LF): 1457 < 1500 0.46 > 0.12 FLT ENGINEERING '5790 CLARK ROAD PARADISE, CA (916) 872-0254 ,/ REINF @ TOP OF WALL (RAR #): 4 � MAX. HORIZONTAL SPAN OF WALL (FEET): 10.75 DESIGN HORIZONTAL SPAN (FEET): 4 ^� SLAB THICKNESS (INCHES): 4� SLAB WIDTH REQUIRED (FEET): 4.71 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 5.68 FLT ENGINEERING '5790 CLARK ROAD PARADISE, CA (916) 872-0254 PROJECT : DONHAM JOB NO. : 2014 DATE : 3/2002 . CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL ---------------------------------- WALL ________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): . 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET):, OVERALL HEIGHT OF THE SOIL -'Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a :' ' TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) -------------------------------------------- 0.041 3.75 #4 @ 58.7 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 0.29 0.70 45 . �s� 5.17 --~~�- 6 1.46 0.40 0.15 0.25 2.53 0.22 0.108 0.180 0.13 < 1.0 PROJECT e DONHAM JOE; NO. o 2014 DATE : 3/2002 CALCIS BY e FLT FOOTING DESIGNg ---------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF)0 150 ALLOW. LATERAL BEARING PRESSURE C PSF ? o 200 FRICTION COEFFICIENT — Fc: 0.35 BEARING PRESSURE REDUCT ION t P SF i s i y NET. ALLOW. BEARING PRESSURE (PSF) e . 1500 PRELIM. FOOTING — WIDTH CINCHES70 12.25 — DEPTH (INCHES): 6o00 DESIGN FOOTING — WIDTH CINCHES?. 15.00 —• DEPTH (INCHES): 12.00 TOTAL GRAVITY LOAD — Pv (KIP)2 1.71 INCREASE OF ALLOW. SOIL PRESSURE C%?2 0.0 ACTUAL SOIL PRESSURE — 0 (PSF) e 1067 <:: 1500 SLIDING RESISTANCE — Fr (KIP): 0.55 `. 0.25 SLAB REINFORCEMENT -------------------- REINF G TOP OF WALL (BAR #)a ;j MAX. HORIZONTAL SPAN OF WALL CFEET:e 7.88 DESIGN HOE:IZONTAL SPAN (FEET): 4 SLAB THICKNESS CINCHES7a 4 SLAB WIDTH REQUIRED (FEET): 8.77 DESIGN AREA OF SLAB RE I NF. ( I N`'`S/LF) o 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 10.59 FLT ENGINEERING 5790 CLARK WOAD PARADISE, CA (916) S72-0254 SHEET E-7 OF I/ PROJECT : DONHAM JOB NO. : 2014 DATE : 3/2002 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ^ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): 2000# WHEEL LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM F WALL - Rb (KIP): HEIGHT OF '0' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN -2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.092 3.75 #4 @ 26.2 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL'REINF. - .25 % (IN^2): DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 5-1 OF 1 511 LEVEL 30 1 40 2000 xmw 0.7O 6 6 1.46 0.67 0.25 0.42 3.39 0.50 0.108 0.180 0.26 < 1.0 PROJECT : DOMHAM JOB NO. : 2014 DATE : 3Z2002 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (RCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc.- BEARING c:BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): 100 150 1500 200 0.35 1500 12,45 9.00 DESIGN FOOTING - WIDTH (INCHES): 15,00 - DEPTH (INCHES): 12.00 TOTAL GRAVITY LOAD - Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE (%): ACTUAL SOIL PRESSURE - @ (PSF): SLIDING RESISTANCE - Fr (KIR): SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR #A: MAX. HORIZONTAL.SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF, (IN^2ZLF):. ALLOW. TENSILE STRESS OF REINF, (KSI): LENGTH OF DOWELS (INCHES): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 6 4 OF J/ 1.38 0.0 1502 < 1500 0.61 > 0.42 — 6WEl- 4 6.21 4 4 14.18 0.029 24 17.05 PROJECT : DOHNAM JOB NO. : 2014 DATE : 4/2002 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL --------- _----------- ____________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) ' OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET).- THICKNESS FEET):THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF '0' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ----------------------------- _____________________ 0.142 . 3.75 #4 @ 16.9 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL. REINF. - .25 % (IN^2): DESIGN REINF. - VERTICAL: #4 @ 16 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL 0.29 0 7.67 6 1.46 0.88 0.32 0.56 3.97 0.78 0.108 0.180 0.39 < 1.0 o FLT ENGINEERING PROJECT :DOHNAM 5790 CLARK ROAD JOB NO. : 2014 PARADISE, CA DATE : 4/2002 ` (916) 872-0254 CALCIS BY : FLT ^ SHEET 6��-11OF � . ' FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT — Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): ' 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING — WIDTH (INCHES): 14.25 , — DEPTH (INCHES): 6.00 DESIGN FOOTING — WIDTH (INCHES): 18.00 — DEPTH (INCHES): . 15.00 TOTAL GRAVITY LOAD — Pv (KIP): 2.18 INCREASE OF ALLOW. SOIL PRESSURE (%): , 5.0 ACTUAL SOIL PRESSURE — Q (PSF)--. 1453 < 1575 SLIDING RESISTANCE — Fr (KIP): 0.83 > 0.56 SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 5.44 DESIGN HORIZONTAL SPAN (FEET): 4 `SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 18.42 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 22.23 PROJECT : DOHNAM FLT ENGINEERING JOB NO, 5790 CLARK ROAD : 2014 DATE : 4/2002 PARADISE, CA (916) 872-0254 CALCIS BY FLT SHEET F-A!OF-f/ SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF., (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES: COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF '0' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.203 3.75 #4 @ 11.5 MIN. VERTICAL'REINF. - .152 (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN -2): DESIGN'REINF. - VERTICAL.- #4 @ 11 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL 0.29 0.70 - ) ='= 8.67 E. 1.46 1.13 0.41 0.72 4.54 1.14 0.108 0.180 0.57 < 1.0 ~ ^ � FLT ENGINEERING PROJECT : DOHNAM 5790 CLARK ROAD JOB NO. : 2014 PARADISE, CA ~ DATE 4/2002 (916) 872-0254 CALCIS BY : FLT SHEET &-/&OF�� FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF):' 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW, LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING - WIDTH (INCHES): 15.05 - DEPTH (INCHES): 11.88 DESIGN FOOTING - WIDTH (INCHES): 18.00 - DEPTH (INCHES): 18.00 TOTAL GRAVITY LOAD - Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE (%): ACTUAL SOIL PRESSURE - Q (PSF): SLIDING RESISTANCE - Fr (KIP): SLAB REINFORCEMENT: ___________________ 2.36 10.0 1574 < 1650 1.03 > 0.72 REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 4.84 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 23.28 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF.REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 28.09 _.......... SUBJECT ............ ....._.... _....................._ - .._._........_......_._.. SHEET hG•.4 . OF.....T/.... .,;D. N ..................... :�4T�...................__.. STA/it//NG...- BeAA'/X,/G'iGL .._......._..... ...... __..... _................................ JOB NO.._......... Z I ..... a� a SUPE,P//JPOSED G D�fDS PFiP �S`y�FJ' F-3 4 //GONG. S`GA.S i11 * e g8 � ig �C61we,8 OPT10&,9L - hf f1/Gyc Tiy,4// 6' I - ar7-eA/O.er/.44F. /NTD T,ye OR GxG -AV/.4 X//.¢ !t/.W, SFE NOTE #2 DOYt/ELS OR iv 4 t- /X/710 SLAB COMP.407,G'DAr. 2aCGEA,P e 4e-e-0 4 YERT. ,eCIA Ao . ~ .107'E #3 c �U-C,44 �L D Ile 1514les 3 "ce- EAR o M rB a 36" CO/(/ST. ATG. STEPS GV,QLL aye "J'� rib �Ba aCr ��a iia amu abs, #C.oe,, edr ireIr y/1+ 4. `- i4• ,7 O' Ii A A A-3 6' p N // /� r a /S 0 P h' _ 7 /Or /l IS' /6° /S' v l / 1 �I ��/6/ Al /3 ` �, �4/ D g c // 4 �e 30'e }$ ° ¢ e- // " ti / - Opk �-. 4, C. A /e'0 S 6,4 e 410,elZ A-drll/FO,eCIV9 2f a OR 30 ,3.4,P0/q,1E'Tf r,es' o yl", 2. P,POY/DE Of CO//C, iYAGL 011711- Tf,/E CoMe. Of Ti/E SLAB /S C!/RED (7 DAYS If/,(/.) . 3 . P PORO 1)X wlv x-w-e TO A4YG/;/elo lJAI< 2 OF CULT. F L4 G.y, /=7 1=710,11 0,4 , Of'T/ONAG . 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 FLU, E RM H r E M8 CIVIL • STRUCTURAL BY: f�` DATE: OZ SHEET No. `� pF (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. 2D�� . Z _ % �� � (/ OU 7' , cj—x / 33) e , 3 Civ%. P_ , 32.E (,0, 7 S -q 4 G/,0c- 3 ,> % 6 .} �/� tJ/ 2 Z � 77 �Z • l� Z `rte— , f `c �� ,� �/z 612.2 4.0 Uz _ A 77 � l/Zt Z � f t �r� � � D.6 �jZ CocJ7'; �. — �g Z�/• !,¢r feZ¢� = 3 Z2'E S. 3, FLU .2 �n �n n �n nn n n nn � � /� (� �n (fin � �n Lr LSU Lc,UV��HEEMOH(a 8VWVCUVWG=.1L� �G=.1L CUL�G=�� OMB CIVIL • STRUCTURAL BY: �`T DATE:_: - 2 -- SHEET No. OF (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. 2-0/lc 7- 72X - (Y ' /0)//0. �-- 72 3.3 -1`37 jw 1,e 7 Z3 iAt- �7Zl�- Z- 7 Z.6 t /� FL 7 EM80MEENOM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 4 87RUCYURALC CALCULMOO MS BY: 'X=GT DATE: /OZ SHEET No. '= —/ OFF T� CHECKED BY: DATE: JOB No. F -0/T 197 ��x. �w � . O/•�/.r_ (d' >� /, 33) ,c l6: ��¢ - , ZE '� � � o - hrT �C©,vs��vl /2/ 9x / 33x / 3 /rtes �k� 2-OxG � Z.vz> Fzoo,e — Ar rir= V O/STSB rCi, if'fG = . o9x 6• j2 = l 6Z �� �Y Z>< — S'zi� =/�Zx/Z/ix !•l�= /d'.7cP /�3— Zs�clO Af t. Use Zx lD G°'"/� a ✓o�srs TCJ L��E k FRAMING NOTES 1. WALL FRAMINGS: a. 2 x 6 @ 16" o.c. D.F. #2 STUDS AT EXTERIOR WALLS OF THE DWELLING, b: 2 x 4 @ 16" o.c. D.F. #2 STUDS AT EXTERIOR WALLS OF THE GARAGE & EXTERIOR BEARING WALLS OF THE DWELLING, U.N.O. ON PLANS, c. 2 x 4 @ 16" o.c. D.F. STUD GRADE AT NON-BEARING INTERIOR WALLS. 2. ROOF & FLOOR SHEATHINGS: a. 1/2" PLYWOOD CDX OR OSB W/ 8d @ 6" o.c. EDGES & 12" o.c. FIELD, UNBLOCKED, AT ALL ROOFS, b. 3/4" T. & G. PLYWOOD CDX OR OSB W/ 10d @ 6" o.c. EDGES & 12" o.c. FIELD, UNBLOCKED, AT ALL FLOORS, U.N.O. ON PLANS, c. 2x DECKING OF DECKS AS NOTED ON PLANS. 3. TOP PLATE SPLICES (4'- 0" MIN. LAP) CONNECTIONS: a. 4 - 16d EACH SIDE TYPICAL U.N.O. BELOW, b. LSTA24 STRAP OR 8 - 16d EACH SIDE OF 2nd STORY WALLS AT LINES B & F, c. ST6224 STRAP OR 13 - 16d EACH SIDE OF 1st AND BASEMENT STORY WALLS AT LINES B &. F AND OF 1st STORY WALL AT LINE B. 4. HEADERS: a. 4 x 8 OR 6 x 6 ( MIN.) AT 2nd STORY EXTERIOR WALLS, b. 6 x 12 AT Ist STORY AND BASEMENT BEARING WALLS U.N.O. ON PLANS. GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY ,- EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED' OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE UNIFORM BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS. 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 12" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO UBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE: 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT NON BEARING 2x STUDS & PLATES, 2x BLOCKINGS - D. F. STUD GRADE 6x MEMBERS - D. F. NO. 1 10. LAMINATED VENEER LUMBER (LVL) SHALL OF GRADE 2.OE PARALLAM (PSL) AS MANUFACTURED BY TRUS JOIST MacMILLAN (ICBG REPORT NO. NER-119) OR 2.OE STRUCLAM (SL) AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC. (ICBG REPORT NO. NER-472) OR APPROVED EQUAL. 11. PRE -FABRICATED WOOD JOISTS SHALL BE TJI JOISTS (TJI) AS MANUFACTURED BY TRUS JOIST MacMILLAN (ICBG REPORT NO. NER - 200) OR STRUCJOISTS (SJ) AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC. (ICBG REPORT NO. PFC - 5719) OR APPROVED EQUAL. 12. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR, OR DOUGLAS FIR, OR FOUNDATION GRADE ( CLOSE GRAIN) REDWOOD. 13. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23 -II -H OF UBC - DIAGRAM CASE 1), UNLESS NOTED OTHERWISE. 14. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 2341-13-1 OF UBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 15. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 16. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 17. THE ULTIMATE COMPRESSIVE STRENGTH OF CONC. SHALL BE 2000 PSI MIN. IN 28 DAYS. 18. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 19. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. 20. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. z , s S T R U C T U R A L C A L C U L A T I O N S R E V I S I O N S N O. 1 F O R MIKE & BARBARA DONHAM RESIDENCE COUTOLENC ROAD MAGALIA, CA 95954 RICHARD E. HALL - GENERAL CONTRACTOR P.O. BOX 1151 PARADISE, CA 95967 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 �L�� �UV�OuV��QOuV� CIVIL - STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 PROJECT: ' " ' 'e -'s • -��Ny� " PEr BY: ;r=�! DATE: G SHEET No. / — / OF 2 CHECKED BY: DATE: -��JOB No. SUBJECT: G '— )E1—clO,e-'2S �OIJTO[-Exec ,moo., �/�-�'�L/.f , 4f,¢' e&-XISie� Tv 2.r,,a -077-77, Z�-1 o� O,�«rte �-r o� C'.?z s Z7i�-� s�oz UP - (142, 7 - , /9 . ZC-)/,72Qr-= 2 T, R C E 32434 Reg. Expires QROFESS/p�,q 12-31-2004 �'�� � L. I. Fye No. 32 CIVI qTF Of CA11 �� SHEAR WALL SCHEDULE - "DELTA" SYMBOL ON PLANS 1. 3/8" PARTICLEBOARD W/. 6d @ 6"/12". 1/2" DIA. A. BOLTS @ 72" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & C" BELOW. 2. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 12"o.c. RIM JOIST OR BLOCKINGS TO TOP PLATES W/ A35 @ 36" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE "A" BELOW. 3. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 12" o.c. RIM JOIST OR BLOCKINGS TO TOP PLATES W/ A35 @ 36" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE "A" BELOW. 4. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 6" o.c. RIM JOIST OR BLOCKINGS TO TOP PLATES W/ A35 @ 18" o.c. MSTC28 TIE ON 2 - 2x EDGE ( KING) STUDS TO 2 - 2x STUDS OR BEAM BELOW. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & H " BELOW. 5. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 2 -1/2" DIA. A. BOLTS @ EACH PANEL. PHD2 HOLDOWN ON 2 - 2x EDGE ( KING) STUDS W/ SSTB16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, C & F" BELOW. 6. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 12" o.c. RIM JOIST OR BLOCKINGS TO TOP OR FOUNDATION PLATES W/ A35 @ 36" o.c. MSTC28 TIE ON 2 - 2x EDGE ( KING) STUDS TO 2 - 2x STUDS BELOW. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & H" BELOW. 7. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 6" o.c. RIM JOIST OR BLOCKINGS TO TOP OR FOUNDATION PLATES W/ A35 @ 18" o.c. MSTC40 TIE ON 2 - 2x EDGE ( KING) STUDS TO 2 - 2x STUDS, HEADER OR BEAM BELOW. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B, H & I" BELOW. 8. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". 1/2" DIA. A. BOLTS @ 24" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE ( KING ) STUDS W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B, C & F" BELOW. 9. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 5" o.c. RIM JOIST OR BLOCKINGS TO TOP OR FOUNDATION PLATES W/ A35 @ 14" o. c. MSTC52 TIE ON 2 - 2x EDGE STUDS TO 2 - 2x STUDS, HEADER OR BEAM BELOW. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A, D, H & I" BELOW. 10. 3/8" OSB OR PLYWOOD CDX EACH SIDE WITH 8d @ 3"/12". 4 x 6 SILL PLATE TO 4 x 6 x 20'- 0" LONG PLATE BELOW FLOOR SHEATHING W/ 13 - 3/8" DIA. x 8" LAG BOLTS. HDBA HOLDOWN ON 6 x 6 EDGE STUDS TO 6 x 6 POST OR BEAM (HEADER) BELOW. USE 7/8" DIA. THREADED ROD TO HDBA @ POST AND TO 31/2" SQ. x 1/2" THICK WASHER @ BOTTOM OF BEAM. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A, B, D & G " BELOW. ll. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 12" o.c. RIM JOIST OR BLOCKINGS TO TOP OR FOUNDATION PLATES W/ A35 @ 32" o.c. 1/2" DIA. A. BOLTS @ 54" o.c. MAX. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & C" BELOW. 12. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 8" o.c. RIM JOIST OR BLOCKINGS TO TOP OR FOUNDATION PLATES W/ A35 @ 22" o.c. CONTINUE CONNECTIONS OF 2 - 2x EDGE STUDS ABOVE THRU FLOOR SYSTEMS TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, E, F, H & I" BELOW. 13. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 6" o.c. RIM JOIST OR BLOCKINGS TO TOP PLATES W/ A35 @ 18" o.c. CONTINUE CONNECTIONS OF 2 - 2x EDGE STUDS ABOVE THRU FLOOR SYSTEMS TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, E, F, H & I" BELOW. 14. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 3"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 41/2" o.c. RIM JOIST OR BLOCKINGS TO TOP OR FOUNDATION PLATES W/ A35 @ 12" o.c. PHD8 ON 4 x 6 EDGE STUDS TO 4 x 6 POST BELOW. USE 7/8" DIA. THREADED ROD TO PHD8 AT POST OR TO SSTB28 A. BOLT IN FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, D, E & F" BELOW. 15. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 67/12". 1/2" DIA. A. BOLTS @ 42" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, C & I" BELOW. 16. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". 1/2" DIA. A. BOLTS @ 24" o.c. PHD8 HOLDOWN ON 4 x 6 EDGE (KING) STUDS AND 4 x 6 POST WITH PHD8 ABOVE, INSTALL W/ SSTB28 A. BOLTS TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, C, D, E & F" BELOW. NOTES: A. CONTINUE WALL SHEATHING DOWN TO SILL OR FOUNDATION PLATE. B. CONTINUE WALL SHEATHING UNDER FRAMING OF PERPENDICULAR WALLS. C. ALL A. BOLT WASHERS SHALL BE 2" SQ. x 3/16" THICK. D. USE 3x (MIN.) FRAMING MEMBERS @ PLYWOOD SPLICES (JOINTS) AND 3x P.T. HEM FIR (MIN.) FOUNDATION PLATE. ALTERANTE TO 3x P.T. FOUNDATION PLATE - USE 2x P.T. PLATE AND DOUBLE THE NUMBER OF NOTED A. BOLTS. E. EXTEND A. BOLT OF HOLDOWN AS REQUIRED BY USING THREADED ROD & COUPLER NUT OF THE SAME DIA. AS THE SSTB. PROVIDE SOLID BLOCKING UNDER EDGE STUDS ALL -ALONG THE ROD. F. USE ONE SIZE GREATER SSTB A. BOLT WHEN CONCRETE OF FOUNDATION IS PLACED IN TWO POURS. G. SHEATHING ON BOTH SIDES - VERTICAL SHEATHING JOINTS OVER ALTERNATE STUDS, USE 4x BLOCKINGS AT HORIZONTAL JOINTS. H. PHD2 HOLDOWNS (TOP & BOTTOM) ON 2 - 2x STUDS W/ 5/8" DIA. THREADED ROD THRU FLOOR SYSTEM COULD BE USED AS AN ALTERNATE TO MSTC28, MSTC40 & MSTC52 TIES. 1. INSTALL PHD2 HOLDOWN W/ SSTB 16 A. BOLT TO FOOTING AT 2 - 2x STUDS W/ MSTC (OR PHD) ABOVE. SEE ALSO NOTES "E & F". L7 EuVOOuVEEQoUVa 87RUC7VWG".1L CALCvLLrzl700HO CIVIL • STRUCTURAL gy; �` T DATE: �Z SHEET No. / OF (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY//: '' DATE: f / JOB No. f� SUBJECT: PROJECT: PROJECT:• 1/O/Vf�i¢�J �`-CTIO., T E s�>8✓�T O� T��E G�1zcS ��' TNE- ST.�vrave�� .��r14'.tJ ,tv�c c, IEC.� vv- u - �o,� /fir. 39 /C)/vr- ,���vt%I�if7v�7' P� Ci�eS ��z-oaf �ovT�i�%T .�OOf �Z•��7/,rj�s StrTs � - / Tv � -.z ,8-/ C - / &�scEz-z_+,x2Envs / 7or�Z Gam. S'rfE�Ts �/ � n M M M FLU CSUV O VC�C�G3OU,IC� CIVIL • STRUCTURAL ALT /02 / (530) 872-0254 FAX (530) 872-9331 BY. DATE: ` SHEET No. ` Of 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. Or 0) 2) _ , 222 'p r1-2 t . ZZZ"c /. F'c p _ /3 zc Ce,D/ �>< /3, 26)/7' 7F= �.� _ •l� �Z �l /7, � - — 1&::Z- - &::Z- eo1 _,/70�i �-� = Z6(IFIZZ -, /ZO `e� s >r f6 , Vo D 1, �6 2.6' F/3 D76 < . / 70 — G Q N"w = 03,,03 LI,DG¢,O/2'Ic4p rzIc 2v .S'lcJ,Care S s v = s 3D . ..1.• r..e. - :�r•vt�,�':!i'r. `•M,. a•�"'iy y'4.�a-3'.�y�'S�{iH"i'fY�sY r'�A a .;.X.. s: ii ♦ :, y .. + �R, �.: -D .. - at t` t 058-240-079 ° '94-0211E DONHAM•, :MIKE CONT': RICHARD HALL �? " 6995 RIDGEWAY, MAGALIA Q ELE FOR WELL , &, TEMP' FOR FUTURE LOT DET- 'j, EV- ', _r7 217''/ f i'- �' OFFICE COPY � m GAS' Meter By -d Date ELECTRIC MeterBy A�e=i� Date 217''/ f i'- COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, CalCornia 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT - o.0 ASSESSOR PARCEL NUMBER 4 ZONING BUILDING PERMIT OWNERTELEPHONE MIKE DONHAM(415) 9— SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3060 LONGVIEW DR SAN BRUNO CA CONTRACTOR'S NAME RICHARD HALL TELEPHONE 877-8451 CONTRACTOR'S MAILING ADDRESS PO BOX 1151 PARADISE 95967-1151 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6995 RIDGEWAY, MAGALIA PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAMEPARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 G Mobile Home S W @20.00 TYPE OF WORK New ❑ Addition C1Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: E12C SERVICE TO WELL & TW POWER POLE TO FUME ROUSE PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( OR LESS 200A OR LESS ) 23.00 23 • OU Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. SO. OR ADDNS. ( a ACC. BLOS. ) 3.5C FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and ffect. License No. _36 3 N?y Classification ❑ I, as the owner, 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BA20 @ 1.00 Ex. Occup.( FIXED (REST .) E OUTLETS RESID.► EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 40.00 Misc. Wiring 23.00 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): -WThis permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 66.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X < Date i 2 GCICI Signature of Applicant - ❑ Owner &' Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TYPE TOTAL FEE $ 66.00 HAZ• I D. FEES IMP FLOOD I C;7 7L PD Ho I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ,r DIRECTOR OF PUBLIC WORKS` BI/ /4 By i r ' " / L��✓� Date (% PERMIT EXPIRES ON 112 I (Date! 153816 Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICA-60N AND PERMIT ASSESSOfl PARCEL NUMBER 8 ZONING :-• ✓ TMI BUILDING PERMIT OWNER MIKE DONHAM 41 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3060 LONGVIEW DR SAN BRUNO CA CONTRACTOR'S NAME 1,TELEPHONE RICHARD HALL 877-8451 CONTRACTOR'S MAILING ADDRESS PO BOX 1151 PARADISE 95967-1151 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6995 RIDGEWAY, MAGALIA PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W 20.00 TYPE OF WORK New ❑ Addition C)Remodel ❑ Utilities ❑ Installation ❑ Other C)Contractor Describework: ELEC SERVICE TO WELL & TEMP POWER POLE TO PERMIT FEE g ELECTRICAL PERMIT Filing Fee 20.00 FUTURE HOUSE Main Service ( 200A OR LESS I 23.00 23.00 Main Service ( 200A TO t000A I 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( 8 ACC. BLDS. I S. 3.50FTO. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) )!5-1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. 363y2c� Classification ❑ I, as the owner, 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET •NON.RESID. ( BRANCH CIRCUITS I 7.50 ( POWER APPARATUS I & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES I ani @ 1.60 Ex. Occup.OUTLETS IRESID OR (OUTLETSIRESID.IEA. I 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring JE23.00 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): -This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. a I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE S 66.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in cence of the granting of this permit. X �. Date % - Z G — C, y Signature of Applicant - ❑ Owner XContractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is ocC CONST. TYPE TOTAL FEE $ 66.00 HAZ- D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. '' DIRECTOR OF PUBLIC WORKS) By �Z'v W Date / V Ia PERMIT EXPIRES ON 12 7 (", . Receipt No. 153816 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE } DEPARTMENTOR UVELOPM ENT SERVICES - BUILDING DIVISION 7COUNTY CENTER DRIVE -OROVILLE,CALIF'j jIA95965- TELEPHONE (916)538-7541 PERMIT APPLICATION DATA SHEET OWNER /Y11k Lan/ 94&n __ A. P. No. 5-3-2y-72 Proposed Building Use FLFcTR �r Sf(z %ijef ro L4,'u_ Building Inspector CSG Date / ,? -Sq At time of permit application, I was advised the fol data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. 3. Complete plans, 3/4 sets, signed by preparer of plans...... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. ....... 5. Hazardous Material Form . ........................................... 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ....................._ 8. Engineered truss details and layout in duplicate (required prior to plan check). Z. 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........ . 10. Fees of $ . ............................... .... . 11. Impact fees as shown on attached schedule ...................... ..... 12. California Department of Forestry plan approval/fees. ......... . 13. Flood elevation letter (100 year flood) by California Engineer. ... ........... . 14. Sanitation and plot plan approval Health Department;/ ........... 15. City of Chico plumbing permit.......... . --" 16. PlotIan and business license approval pproval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: / . ........ 18. Contact Land Development.about (A) Improvements (B)jDrainage. ......... 19. Driveway permit (construction approval required prior to,occupancy). . . 20. Pre -inspection for -� Preanspe`t'on reyues- ,0 required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style,Classification). .............. 22. Certificate of Workmans Compensation Insurance" .......................... 23. Owner -Builder Verification (Given to owner ./, Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgment Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use. *** if ......... * * * ........ * . * * ....... . 28. Mobilehome utility clearance. ... ...................................... 29. Documentation of legal access. . .....................:................. . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . 3V Existing violations/expired permits . ...................................... 32. Plan checklist ...................................................... 4113 When you issue the permit, process as follows: Mail to owner._ Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other _ Parcel Creation Acreage Applicant C Date /- Z 6 ey- Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works LOOM w - ; BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (9161 538-2140 July 20, 1993 Scott Gilbertson Gibson Real Estate Better Homes.and Gardens 7620 Skyway Paradise, CA 95969 RE: A:P..#058-240-079 Dear Mr. Gilbertson: If the well shown on the plot plan was drilled under permit and finaled by the Environmental Health Department, our department is not concerned with it. The residence of course will be required to be out of all set- backs. Sincerely, Scott Rutherford Supervisor, Building Inspection cc: Mike & Barbara Dunham '0440006 (F� Ate _ -- ___ - - - --- - S c �rUn o �AO,77 7 ta,20 �� r—tcj( 5-,C- g51� 9 �. s !! _ 4 -w.►. +-d+r+}. r.+r�w���..�.. � �-wi�+�Fi..fiir�.... ' ,- - �rv�. . irw+�r!`- i . .' JUL 15 93 IS: 11 0 5 FES? + Ixi - N4 `s ' bt,tv a c • w s ITS �A rN Q IN �s. CNO LA Nk� {. F1 C)*.J -200'ON'`ss 91 26, ST IpC �.._E•:� . +.i ►. _..'_ "°ice. � � S .., '�a ..���'�.'-'wirK�'e'1.i11., -_A_,� Hot Phn Auaehed Hoof 19:nt Awtehe[l ((�� -4enl to 11:1): TO Building Dup(Irtn1011t FROM; Environmental Health SUBJECT: Sanitation Clearance � X175' ► IDS�6 -�y0 -®?� Owner Loc atio AIS# r Plan Approved for: Sewage Disposal. Water Supply: Publics � Private Well Clearance for bedroom 'mobile home. Other t / !' ti I Environmental Heal V I 8/92 Specialist . ;e,: _ �_ • , � a5. t � f �:K-�,.a.�•a;4e*�r..i'�y��<gr���,w., �7`�yyye� 'lt;�;�`„'� r to r n o C Do A ZA .� -Qrd DID 1 v_ T 'd Z'00*ON ST:ZT a � `w Mf•,�...M[....•T...Mn.N.N$r{rryZ�ilA1") Hk,,t�., 26 ST. In[.S8Z6—�Z8-9TE —T �319HE.,'91P-1s3 tea�j un j irk �, R �ykN � f �:K-�,.a.�•a;4e*�r..i'�y��<gr���,w., �7`�yyye� 'lt;�;�`„'� r to r n o C Do A ZA .� -Qrd DID 1 v_ T 'd Z'00*ON ST:ZT a � `w Mf•,�...M[....•T...Mn.N.N$r{rryZ�ilA1") Hk,,t�., 26 ST. In[.S8Z6—�Z8-9TE —T �319HE.,'91P-1s3 tea�j un j irk �, O i r TO d�T00 ON LT : � T 16' ST Inf' 8G6 -r,`8 -9T6 -T • X31 9H.3.,.a} `} �`-j`�@,d uns1 19 JUL, 15 9: 13 10 � 085 P01 " Post -It"' hrand Fax�{y� ry 1 ti _ 0 � l t 7 I ' N: 0f Pc; e / Toaa lace a Si�t� �n10 7672 S' -� r� ��riR,9 `I TO ���iy��'�—/_. r 5����✓ �`�`{ �• r� , 41K/ FromCrmparyLOCa:i@n lj i ` � � _OratiCn „� : �. DepL Chaic�e - Fax Ts-l?P"r.re. Fax � �//—t Telgphpng =��! COmments n,i(�irlil , � GicpOsit!in: C1RStrey C RF.IUrn Cali for pickup Lf d G11Sefn Real, TEL 1-+16-872-9211,5 Jul 15r9_ 16:54 No.003 P.01 G1164"ON90 B etter - in UE e,� 7620 Skyway, Paradlae, CA 95969 TELEPHONE (916) $72.8320 , -�»..3�5,'3'�"'�"'"'-tee•+-'�-,�L .t^",. . ' '�..,...--• JUly.,l 5, 1993 K To :78utt6 County Build%ng Departrnent 7 County Circle Dr: Oroville, Ca. 95956 From : Mlke-and Barbara Dunham 3060 Lohgvlaw Dr. - San Bruno, Gain 94066 1 Attn : Scott Rutherford r � 4 rr • Dear Scott, ' t: As requested we are writing to obtain a written statement of opinion as to the necessity of a variance for the location of the well on the attached map of lot A.P. # 58-24-079, Note the locati9in of the well is in the set -back but does not Impeed on traffic nor is it visible from the,road-due to a difference in elevation, We herebyrequest the written affirmation that no variance will be required for the well in its current to tion, l If possible a reply no later than 5'00 P.M. on Monday July 19, 1993 would be appreciated as We are under time constraints with said property in a purchase transaction and i declscion an part is• required the following day. 1 r Thank you very much for you attenV on and consideration. 1 " �sjr f+r. yo�Cwtii ml'vyrirY.,sNS•.7cr v7.'TMar° . • Mi a and -Barbara Donharn l Please send a fax copy of your reply to our agent Scott Gilbertson at Gilson Real B�state/ Better Homes and Gardens in Par'a6sii"'F"ax # 916-372-9285 f 21 I fm` bIV', . � r '� 17.14..S3npp._ Plot I'I:m Nctthed Ci 19uor Han Auach.d . TO: Building Department FROM: Environmental Health P,6444StC SUBJECT: Sanitation Clearance pon4a*77 6C 7s � os -ed- tt- 'ri Owner Locatildn AP# Plan Approved for: Sewage Disposal X\ Water Supply: Public Private Well Clearance for bedroom siE36 e home. Other NOTE: !� Environmental He lth Specialist 8/92 M/Sh Z ate 3-BEORCOM--_,�A�"y_ S C -A L ig V.0 ,, OECX FAMILY I M Z. S CA I -E -C B PP t t, JI, Zhviro "Clu enf H U7 lS . �Ilpl J, date Signature Ito 12 �y E3tDRoom,3 ' BEDROOM 2 ° r WALK U4CLIN OSET SCALE 1/8 11 - I Fy��A�!✓p�F�,r ✓(� Al yF �gAgo'SF C s %3 APPROVED _ *14 Butte County c0sE- C�t BATH 2 LIMEN 00 LAUNDRY ONr wIf 1 SmLF BEDROOM 2 ° r WALK U4CLIN OSET SCALE 1/8 11 - I Fy��A�!✓p�F�,r ✓(� Al yF �gAgo'SF C s %3 APPROVED _ *14 Butte County FD V14" ZP -- - --- - - -- -- . - --- -- - - -- 538-:��-- -- - f Slope -> - Z,", LN't � � PRoPasFD S�� SAI RCAO -•2ytft Mr IN 30 BROW auc,,y� nRrvet,u,ty FC) 314 -1 p LS [. 31) 3 L APPROVED Butt® County N $4° O'-SLi"E -plt oPGsE-D Lew AE= F J410-37 ' G97S RlaGE7WAy AP" ss -;W-74 SsLcu3 Two. 1 /S l i -- Som SI PE Or 5tuAL£ 'ENVIRONMENTAL HEALTH J U L 151993 PARA`3i�E, vAE i�RNIA = OK 0=Not OK =NtRealiyable odMOBILE HOMES MISCELLANEOUS Date', MOBILE HOME`UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch - - 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts=Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ /.Amp -Concrete 6. Gas; Location -Test -Wrap: / PV ft. / /"Nat. or/ /"L"ft./ /"LPG- 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -131 Date Gard -131 Date 10. Roof; Shthg-Roofing Card -1131 Date Card -81 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -81 Date Card -61 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -131 Date 3: Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector - .2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits;-, Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GF1 10. Cert. of Occupancy 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.;Ground ing; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card -131 Date - Card -131 - Date Card -81 Date Card -61 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -131 Date Card -131 Date Card -B1 Date = OK 0 = NotOK RESIDENTIAL (Single and Duplex) - =Not Applicable = Not Ready J - Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 44. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 45. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 46. Fireplace Ties or Type A Flue -Fireplace Throat 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 47. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 48. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 49. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 50. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 51. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 53. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 54. Siding -Nailing Veneer 12. Electric; Underground 55. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 56. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 57. Shear Walls; Nailing -Bolts 15. Insulation 58. Insulation-Walls-Cig. 59. Infiltration -Wal Is-Wndws Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 60. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 61. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 62. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 63. Bedroom Exiting 64. G.F.I. & Bath Fixtures & Tub Access -Spa 65. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -81 Date Card -131 Date 66. Stairs &Rails Card -Bt Date Card -B1 Date 67. Fireplace or Stove; Clearances -Hearth Date ELECTRICAL (Permit) OK except #'s 68. Elec. Outlets at Wood Panel; Int. & Ext. 22. Fixture & Transformer Clearance -Ins. Protection 69. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance r 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 71. Garage Fire Door; Swing -Landing -Closer 25. Romex Installed Close to Edge of Studs & C.J. 72. A.C. Duct in Garage -Damper 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 73. Wtr. Htr.; Vents -Clearance -Comb. In Garage; Above Floor-Mech. Protection Air-Connector-P.R.V.- 27. 2 Appliance Circuits in Kitchen &Conductor Size 74. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 75. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 76. Insulation -Foam -Looked in Attic D Yes 77. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 78. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 79. Following instld.; Drive 0 Yes 0 No; Walks O Yes 0 No; Planters 0 Yes 0 No 80. Stucco; Brown -Finish Card -B1 Date Card -131 Date 81. A.C. Unit; Disconnect, Electrical, Plumbing Card -B1 Date Card -131 Date 82. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 83. Water Well; Disconnect, Electrical, Plumbing 33. A.C. Ducts Insulation & Support 84. Exterior Elec. Trim; G.F.I. Receptacle -Underground 34. Vent Fan; Exhaust above insulation 85. Ventilation throughout House 35. Condensate Drain & Overflow; Size & Grade 86. Glass Protection 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Corrections from Previous Inpections 37. Attic Access & Platform if Furnace in Attic 88. Gas Test -Meters Tagged; Gas -Electric 89. Water & Sewer Connected -C/O to Grade -HD Approval 90. Energy Compliance Certificate -Other Certificates Card -B1 Date Card -B1 Date Card -131 Date Card -B1 Date Card -B1 Date Card -B1 Date Date FRAMING (Plans) OK except #'s Card -B1 Date Card -B1 Date 38. Sills, Proper Material & Anchors Card -B1 Date Card -B1 Date 39. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 40. Bearing Walls over Girders & Floor Nailing 41. Draft Stop in Walls (rat proof) 42. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 43. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS j County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AROF` RMIT MIT N .� l � ASSESSOR PARCEL NUMBER _ — ZONING �ti_ I UILDING PERMIT OWNER T EPHOt�E e�/ Q, FT.. OCC. BUILDING VALUATION OWNER'S M%L N KESS `_ — CONTRACTOR'S NAME TEL EP NONE F i replace CONTRACTOR'S MAILING ADDRESS CONSTRUCTIO END 11 UNKNOWN Total Valuation Filing Fee $ 10,00 LENDER'S MAILING ADD Ss Permit Fee $ qW ARCHITECT OR NGINEE LICENSE NO. Plan Checking Fee ,�'I/ Energy Plan Checking Fee $ fl, ARCHITECT O ENGIN ER'S M I NG AD KESS (/ Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMITFiling Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME - PARCEL MAP -i - L/I Water piping 5.00 � Each qas water heater or vent 5.00 OO �{ USE OF STRUCTURE SFXDuplex❑ Mobilehome❑ Other /� SPECIFY Gas piping system 1 - 5 outlets 5.00 d Building sewer 5.00 5 Mobile Home S G W 0.00 ea TYPE OF WORK New Addition Re�m/od�el❑ Utiliitties ❑ ❑ InstallationOther ❑ ] Describe work: Permit Fee _ $ (} Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 800V OR LESS00 100 AMP OR LESS 10 . Q' Main service EA. ADD -L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check.one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification El 1, as the owner, or my employees with wages as'their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) />K I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. , OR AODNS. ACC. BLDGS. h2S NEW CONSTRMULTI.OUTLET 2,50 ea ESID BRANCH CIRC IT _NO.- POWER APPARATUS e SINGLE OUTLET CIR. EX, OCCUp(OUTLETS OR FIXTURES SALO 30 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.7 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 , Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling o� Hood 3.00 �. Ventilation -,0-j Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said ' consequence of the granting of this permit. X v L Date ` �3/�� Signature of Applicant — Owner\ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" d n n)oJition or construct- ion of structures over 3 stories in height. 41 - Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE occuP. 3 coNST.T�PE �7s;,�+p1.- FLDOD AR L DJ ND !i This permit is hereby issued under sions of the Butte County. Code and/or work indicated above for which DIRECTO"F PUBLIC By P IT EXPIRES Date_ the applicable provi- resolutions to do fees have been paid. WORKS Date /��?// �/" Receipt No. /s s WHITE-D.P.W.. YELLOW-ASDE330R, PINK -INSPECTOR, OLDENROO-APPLICANT h ` COUNTY OF BUTTE - DEPARTMENT- OF P�JB,LIC WORKS - RUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT -APPLI'CAT N�DATA SHEET I,. Permit No. OWNER -� c A. P No.'s% Proposed Building Use S-- Building Inspector^ Date y' At time of permit application, I was advised the following data must be submitted prior to permit processing andJor issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . III JIL lot plans in duplicate./triplicate, signed by preparer of plans. h tZ.0Z ��i% Complete plans in duplicate. /triplicate, signed by preparer of plans.` 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid'' Stamp on Floor Plan . . . . . . . . tement of Intent for Non -Heated a AC Buildings. ,,-j :age �� O es of $ aSb C!� Letter of signature authoriza '-on, h Ph . Sanitation approval from IMO i �fL�- Health -Dept.. . h J 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 'r 14. Owner -Builder Verification (Given to owner, Mail to owner ❑h). k' _15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. 17 re -Inspection for Required, Building Inspector 8 ecorded copy of Agricultural, Acknowledgment Statement. request to (Date) Driveway Permit. 20. PloA plan approval from city of 2 When you issue the permit, process as follows: Mail to owner, Mail to contractor. Telephone and hold for pickup at -off ice, Deliver w/inspector. Other ///' / " �J '` Date Applicant `p Copy of plans sent Health Dept., Fire Dept„ Other Date The following data must.be submitted rior o per it is nce: (Circle new item not checked above). 1. Index permit for above items No - 2. Additional items required: r, Contrac r, designer ner, was advised of above required data by_phone�nall—counter by ate Contractor, designer, owner, was advised of above required data by—phone _maII—counter by date Plans checked by DatePlans approved by Date Sets of plans on hold in !L"'Fii le cabinet AP folder Copy—DPW - Hours: 10:00 a.m. - 3:00 p.m. t�^A TO Building_-Dept,*tment FROM Environmental Health S173JECT: SANITATION CLEARANCE OWNER Plans approved for: Hold final for: . Z.f LOCATIOIN AP # Sewage. Disposal "'fG� Water Supply)p Final Clearance O.K. for: Clearance for '4/7/ bedroom, home: Other Clearance; for addition 'of 1% No tA* A i SANITARIAN Water Supply Water Supply DATE s�7_;. , �.--�- „ -C.—a �:; �,;,� �.� � • _ r._✓+rte:✓ �V1 �� COUNTY OF 13UTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICAT40N AND PERMIT _ ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER - TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS ' A CONTRACTOR'S NAME - TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDEERR*S 'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER 1 ' V� LICENSE NO. Plan Checking Fee $ Energy ecg Ener Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS/ - Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 I J rA -A' Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME - 'PARCEL MAP ;1 ) Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G W 10.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ UtilitiesEl Installation ❑ gptw Q- Describe work: t' ' r %. Permit Fee $ } Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORV OR LESS10.00 Main Service EA, ADD -L 100 AMP 2.50 t L CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F -1I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ontract- ors.(Sec. 7044) ors. ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.� , New CONSTR.� AMULTI-OUTLET ) �z¢sgft NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. OCcu Occup(OUTLETS OR FIXTURES BAL@AL03030 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESIO.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, incemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. Signature of Applicant — Owner ❑ Contractor ❑ Agent El An OSHA permit is required for excavations over 5'0" deep and demolition or construct -DIRECTOR ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ 5 �� Occu P, CONST,TYP1J I FLOOD PARCEL' PD 1 ND 1 133.E, t This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which / OF PUBLIC / 1 B .. / Y PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date [/ �! % - Receipt No. I ' 1 '. WNIT!-D.P.W.. YELLOW-A38l350R, PINK -INSPECTOR, GOLDENROD -APPLICANT S '4 CORNEA--, 2c .0 210. 2 i 230.63---r V 1 2 ! 3 ' K)cj 60 79 " OLo _ 2.59AC 0 " : �� 3.:I A 2.56 A v1 / I9 O o ., - 12a.J ✓ 1 54.2 7Qi54.5 - 0 5 :� 2 4 , ! ! PIM 37-5t 479. ^U y = � 32� ` 2476./0 l,2lac. t ., 2.174C \� 1 rk c[ /47? 43 uo ac. 186.52 I i �-. 25n 85L aG O 4 , 83 &nlw4-4 —T -�. j' .3, - - -� - - -- -- - - - -- -- -- -- - -- - - -- - -- 6 6 h I % Tj91 ,2`(�/ .1/ rAc 2.76AC ley --100 �\ ll 0-4 Ix — �� ! O� 23 213.68 �! � � : � • • I io w� a a 57 94 J 12rJ O ; 39f r N i ---- �> 2. Ito ko IG0 3 /2 L-�` Ar— 220 2 4 2 o.' 1 1z C�l a A _ C �_ ! gr. 5►9.g v � ,36 I I� r.r7AC 74 175 °�' - �� 322 9�6 \ 1.71 AC 1.9 AC 90 I N�— JL4 �3 \ 219.73 W 4 8 ✓. (Z 4) iI /8 �t 5 ; c ��'i�, 18� m " / �� p� 6" .f Z _ �0 3� �d -� %\�. p3.13 Ac N; 70 71% 2 72 g�ieeAc �. .3 M46 96 z !.58 0i--. O 329.5 _ 12 T \ p 15 qC \^ �� , AC N ' � %SB£. 872-4-26 7 ,� 9E 872-4-26-5 i S.Bf 872-4-27• _��� �\` N N COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Califordia 95964 - Telephone 916/534-4541 APPLICATION•AN13 PERMIT PERMIT NO. rs (� ASSESSOR PARCEL r B � L�� NUM r J ZONING BUILDING PER IT OWNER S' TELEPHONE SQ. FT. OCC.1 BUILDING VAL ATION MAILING ADDa*SS FCCONTRACTOR'S NAME TE PHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHIITT �EC'T/OORR�ENGINEER HI LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee PLUMBING PERMIT Filing Fee 10.00 h ' I ` Each Trap 2,00 Vk Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME fA,,RCEL MAP 7 q_ Z Water piping 5,00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W O.00ea TYPE OF WORK New❑ Addition❑ Remities 04Instal lation❑ Other Describe work: , _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 00V OR L Main service 100 AMP ORSLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& , OR ADONS. ACC. BLOGS. /zQsgft NEW CONSTP_ U TI.OUTLET 2,50 ea NO N.RES'D BRANCH CIRCUITS POWER APPARATUS .&) SINGLE OUTLET CIR. Ex. OCcup(OUTLETS OR FIXTURES S20A 030 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 t Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 'IQ( I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3,00 Ventilation , permit Fee $ - Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, Jud ments, costs, and expenses which may in any way accrue against said ty I onsequence of the granting of this permit. X �N , �— js Date Signature of Applicant — Owner L1 Contractor ElAgentwor An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures overstories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP. CONST.TY FLOOOJPAI;J PD HD ISSu This permit is hereby issued under sions f the Butte County Code and/or i dicated above for which D) CTOR OF PUBLIC �7 PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 2��J��� 20�f p3 Receipt No. 0 10 `,. WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT ?'�.•>> ..- ,- ..... -r � � .. +moi irtit' . , J - r:>""r .. , ..ci`rY J< COUNTY OF BUTTE - DE_ PARTMENT.OF PUBLIC WORKS - BUILDING DIVISION ti 7 COUNTY CENTER DRIVES- OROVILLE, CALI'FORNIA'95965 - TELEPHONE: 916/5344541 PERMIT APPLICATION_ DATA SHEET n ,, ,�• i Permit No. c� OWNER A. P. No. Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED V 1. All items have been submitted. 2. Plot plans in duplicate./triplicate, signed by preparer of plans. 3. Complete plans in duplicate./triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans w%Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ e, 9. Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: , 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner, Mail to ownerEl), ` _15. Improvements may be required. . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . .. Pre-Inspec. request to (Date) 17. Pre -Inspection for Required. Building In, 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. 22. When you issue the permit, process as follows: Mail to owner, Mail to contractor. Telephone and hold for pickup at—off ice, Deliver w/inspector. Other_ Applicant 0� Date r Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new Rem not checked above). 1. Index permit for above items N2Z��e s2. Additional items required: k 5 /� Contractor, designer, owner, was advised of above required data by_phoneJnall—counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in _ File cabinet AP folder — Flours: 10:00 a.m. - 3:00 p.m. Copy—DPW COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA- 95965 Phone: 916-534-4541 OWNER -BUILDER VERIFICATION ,Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and -.materials for construction o.f. the proposed property improvement (yes or no) YE S 2. I (have/have not) �..�✓� signed an application for. a building permit for the proposed work. 3. I have contracted with the following person (firm).to provide the proposed construc,tion: f . Name+`_— Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate' supervise, and provide the major work: Name Address City Phone Contractors License'No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: CIJ Property Owner Social •Securi y Nner Date• �5 is 1 NOTE: This Owner -Builder Verification is sent to you -as required by Sections 19831 and 19832 of the California Health and Safety Code. This -verification must be completed and returned to our office before we are per- mitted to issue the permit. w CLAIMANT: ADDRESS: F - CITY & STATE: A DATE OF CLAIM: SUBMIT CLAIM T eount* 4 J3uae OROVILLE, CALIFORNIA CLAIM FOR PROFESSIONAL AND SPECIAL SERVICES V`- `ter ' /" -�J / IMPORTANT: t C�iQ� SEE INSTRUCTIONS ON REVERSE SI7/' EPARTMENT RECEIVING GOODS OR SERVICES e 8�13-Ia(Z DATE DESC IPTION OF CLAIM (DESCRIBE FULLY TO AVqL6 DELAY) AMOUNT -o (e p. - I btu SZ So I m it -es p6w. We, VJJ r TOTAL 1, the dersigned, declare under penalty of perjury that the services or a cies claimed have been performed or delivered, and that this claim i true and correct as stated. J/\//� /,�, ... .1� Date this ............�....... day of .'T19 19 at ........................... .... Calif. . .. .......... .......f. -............ice Sign turc,of Claimant I, the undersigned, hereby certify that, to the t of my knowledge, the service or articles specified above have been performed or de- livered and that there is a Budget Approprlation 17 or Specific Board Approval E] (Cl eck one) for the same. Dated this .................................... day of ............................. 19....... at .............................. . C Ilf..................................................................................... Department Head or Authorized Deputy Dept. Exp. Code ........ . .......... :....................... Code ................................................PAYABLE FROM........................................................................................... FUND O NOT WRITE BELOW THIS LINE - AUDITORS U € ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE- ENCUMB. GROSS AMT. 4 INSTRUCTIONS to CLAIMANTS All claims against the county must be itemized, giving dates and character of service tendered or work performed, quitntities, de- scription and unit prices of articles furnished or delivered. Claims must be certified by the claimant and submitted to the De- partment head for approval. Upon approval the' Department head will forward claim to County Auditor for payment procedure. Do not file with the County Auditor first. Claims should be presented to officials -for approval immediately upon completion of services requested or material ordered. Claims are paid every Tuesday; however, same must be approved by officials and in Auditor's office before preceeding Wednesday noon. Compliance with above will expedite payment of claim, failure to do so may delay payment considerably. Received from The Sumof For Received: r3 COUNTY OF BUTTE N°10 6 OF ACIAL TEIPT / OFFICE OR DEPARTMENT ISSUING RECEIPT , 1 Received By �� LE -7 CASH ❑ Title Last Ll CHECK ro By LE Last -or taw -home: —L-- -------- ---------------------------- COUNTY OFF-BUTTEOFFICIAL RECEIPT ATO 000 10- FF OR DEPARTMENT ISSUING RECEIPT Received from _ The Sum of S For �coZc f '�Gi Received: Received By— Title CHECK By of No. _ long?�RrS long? S -t/2-S t�v Ar ���� Oak Since these items must be corrected before we can final the job or issue the required Certificate of Occupancy,'please make the above corrections and contact this office within ten (10) days of the date of this letter and request final inspection. Your cooperation in resolving these items in a timely manner will certainly be appreciated. Should you have any questions concerning this matter, please contact this office. JFG:dd cc: Building Inspector Yours very truly, Clay Castleberry Director of Publir--Mqrks LF. Glander Chief Building Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLo, WORKS 7 County Center Drive, Oroville, CA '95965 PHONE: 916-538-7.541 Mark Dale 14788 Pine Cone Way Magalia, CA 95954 With reference to the above subject: DATE - ,;P r _S � l q_ 87 _ ME:Buidling Permit Application #2948-87 A.P. # 58-24-79 Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER We need the following information: Permit application signed and completed where indicated with all copies returned. X Fees of $ 55.80 payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in , including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. — Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville _ X Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. L L OTHER Should you have any questions concerning the above, please contact this office. JFG/aj DM Yours very truly, William Cheff Director of Public Works .F. Glander �� Chief Building Inspector RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX-& MISC.,ONLY) 7/85 Bldg. Permit # OWNER fine lLIc, too -"6_ A.P. # 38 GENERAL Zoning requirements: (sideyards Valuation. -aswr�- $s80 Plans signed by designer. _rgy Design and Compliance. b/ Existing violations on property. PLOT PLAN and number of permitted living units). lw�Complete parcel size and dimensions. �I�k etbacks, sideyards, easements, etc. ther buildings or structures. ading, fills, drainage. od hazard. 6/ Special conditions on creation map or compliance document. FLOOR PLAN �omplete to scale plan with dimensions. R fired windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). -A---�5k 1y ights (Chapter 34 & Sec-... 5207). uman impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). 7 C.I.'s in baths, garage and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for ,i(echanical equipment.. maintenance of Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. rage firewall, door size, and closer (Sec. 503(d)(3)). 310" exterior exxitt oor (Sec. 3304(e)). 12k- FUrepIace and wo&d- stove location. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS oundation plan complete enough -;.-.to construct building. Floor construction details complete enough:to construct building. W levations and wall construction details complete enough to construct building. oof construction details complete enough to construct building. -5'--Fireplace construction details and calcs if necessary. efficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR tr- posure I plywood on exposed locations and overhangs. 4Z' Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). 3----G-uardrail details (Sec. 1711-& 3306(j)).. -4'`Brick or stone veneer (Chapter 30). -5-.-"E c erior plaster - weep screeds (Sec. 4706) . Proper roof pitch for roof covering (Chapter 32). ter ties or bearing ridge beam. RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR (.CONT'D) •�! Garage door or porch header sizes. 9. --'Adequate bracing. -14-- Living area over garage - complete 1 -hour separation required on garage°side including supporting walls and posts, etc. -H-7—Two exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). W<-_'_A�ttic access and ventilation (Sec. 3205). .13 -underfloor access and ventilation (Sec. 2516). '7A< -_W od stoves, clearances, alcoves & 1 -hour shafts.I Combustion air for fuel burning appliances. 16 -.--Noise requirements on duplexes. H'.—Ndobe soils - special foundation design. ening walls requiring design. 1#! Unusual shape, size or split level house requiring lateral design. k Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 3 2 9 08 v FOR RESIDENTIAL DEVELOPMENT RECORDED BUTTE COUNTY OFFICIAL RECORDS BY Section 26-8.1 of the Butte County Code requires this acknowledgement PARR SHOWN be recorded prior to issuance of a building permit. The property described herein is adjacent to land. or included 1981 SEP l I N4 2. 22 within an area zoned for agricultural purposes, and residents of this CANDACE J.GRUBBS property may be subject to inconveniences or discomfort arising from���FF���� ��pp�� 67 the use of agricultural chemicals, including, but not limited to herbic�2M,R�iigPfPTRs and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,' smoke, noise, and odor. .Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Pages PwLC=L- 6,J -]-_A -i C �,2?711.J �fF2Cri_'�- i�(% 'a�ic.� A n6��«,J paw .� C�2�, J / % / Ow,J SGc c Z3 hs0 2?z{ ` %Z ►4�i[�,E C� (6 -4 -ST !'-t�_ ►3 i %� . 12C C 07�b� /,J % It fc � c� �t c-� O ►� �-c (� 7� c,� i�,r`� � Chu ..��-c O � �v �'V� S7v9-z�/� o t� C A-c_c �—u cdq /`,tom Z ( 5 Date: �0 l �k I PROPERT ERS: State of California County of Butte SS. 1 p� DE91 LUCERO NOTARY PUBLIC -CALIFORNIA ®ra Butte County R ® MY Commission Expires Dec. 26, t 987 U Present A.P. No. On this the 10th- day of September , 19 87 , before me, the undersigned Notary Public, personally appeared ,a. vid-L & W. Dale and. Lonya B. Dale _______________w �n Personally known to me. /)U Proved to meson the basis of satisfactory evidence. to be the person(s) whose name(s) are subscribed to the within instrument and acknowledged that they executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. yo (4 U-6 Notary Public END OF DOCUMENT ZONE 11 1 -4 OWNER %%%/ _ Q!LL ASSIGNED NO. �9e ACTUALPERMIT 1. SLAB - INSULATION I East I 2. RAISED FLOOR - R-19 �_ 49 3. CEILING - R-30� I 4. WALL - R-19 Table 3-8. 5. NORTH GLAZING - 2.4-3.6% .O. ' 6. EAST GLAZING - 2.5-3.67._ I .20-i7 .66 1 7. SOUTH GLAZING - 1.6-3.6% I .67-.82 I 3. WEST GLAZING - 2.9-3.6% Z j .83 up i 9. SKYLIGHT - 0-1.37. d 1 South 1 10. SHADING (Exclude Overhang) 0 EAST - .66 Av(e ep- SOUTH - .19-.42 1' Glazing Type WEST - .13-.36 0 1 0 1 0 1 0 1 0 SKYLIGHT - .37-.57 ! 11. HORIZONTAL SOUTH OVERHANG 2' I Total 12. MOVABLE INSULATION - NONE .1 1 1.6 1 3.2 1 6.4 1 9.0 13. INFILTRATION (Standard=0)(Tight=+12) Off -0 8 14. THERMAL MASS SF 0-.12 1 15. GAS FURNACE (SE) 71-76% � -- 16. ?TEAT PUMP (EER) 7.5-7.9% 7 S •� 17. DUAL PACK (SE, SEER) 8,0-8.3/71-76% .� WOOD STOVE .73'r ' p 1 I QIIFS WATER HEATER f�-- ATTIC 90-r• % I (U - I OTHER t I North-Facin -Cl�azinng Pests I Ares TOTAL POINTS 1 0.65) 1 Table 3-1. Slab Floor Points Table 3-2. Raised Floor Points 1 Incgls- I R -Value of tnsulstion I I R -Value of I .58-.82 I tiun I I 1 Insulation I Points I Depth, I inches 1 0-2 1 3-4 -6 I 7+ I ointsl I 1 1 1 1 1 I below 3 1 -12 I 3-4 1 -8 1 0- 11 1- I -S I -5 1 -5 1 1 5- 7 I -6 1 12 - 1S 1 -3 1 -2 1 -1 1 I 8 - 12 I -4' 116 - 1:110:5 1 -2 1 -1 1 0 1 I 13 - is I 4 I 20 + I -S I -1 10 I +1 1 I 19+ I 0 7/7/83 1 +6 1 Table 3-3a. Ceiling Insulation R -Value of Insulation 1 'Points 19 1 -4 22 I -2 V _ I East I +JL 49 1 +4 Table 3-4a. Wall Insulation Points I R -Value of Insulation I Points I EnR Clazine Pte Table 3-10. Shading Coefficient Polats I 1 Glazing Type 1 1 Total I I I I of I Sngl, I Dbl, Trpl, I Floor I (U - I (U - I (U - I Area ; 11.10) 10.65) 1 0.41)1 I I points I oints i ointsl 0 +s +j +3 I up to 1.5 1 +2 1 +2 1 +2 1 I 1.6- 3.6 1 -1 1 0 1 0 1 3.7- 5.2 1 -4 1 -2 i -2 I S.3- 6.5 1 -6 1 -4 ! -3 i 6.6- 7.7 1 -9 1 -6 ! =3 I 7.8- 8.9 I -11 1 -8 I -7 I 9.0-10.0 I -13 I 10 .I -9 I 1 .1-11. I -17 ( -13 1 -11 I 11.6-13.0 1 -21 1 =16 1 -14 ! 13.1-14.5.1 -25 I -19 I -16 1. 14.6-16.0 1 -28 1 -22 I -19 I i 11 I -7 I cation I East I I 3.2 I I 19 I o I Table 3-8. West-FacingClazin Pt s. I .20-i7 .66 1 0 I 0 I LI I .67-.82 I 0 I 0 I j .83 up i 0 i -1 i -2 1 South 1 I 0 I +`j 1 1 1' Glazing Type i 0 1 0 1 0 1 0 1 0 I .43-.66 1 --r ! ! I Total I .1 1 1.6 1 3.2 1 6.4 1 9.0 ! to I to i to 1 to I up 1 1.5 1 3.1 16.3 17.9 I I I I I I 0-.12 1 0 1 +1 1 +3 I +6 I +7 I I of I Sn9_1 Dbl, Trpl, 58-.82 1 -1 I -3 1 -6 I -12 1 -15 .73'r ' p 1 I -2 1 -4 I -a r -16 1 -20 I I I Floor I (U - I (U - I (U - I Table 3-5. North-Facin -Cl�azinng Pests I Ares 1 1.10) 1 0.65) 1 0.41)1 1 -1 I -3 1 -6 1 -- .58-.82 -1 1 -3 I -6 I -12 I -. .83 u i -2 i -4 i -8 i -16 i -20 I Ipoints I olnts I ointsl I I Glazing Type I I Total I I I up to 1.3 I +5 1 +6 1 +6 1 ! 2 of I Sngl, Dbl, Trpl, 1 1.4- 2.2 1 +3 1 +41 +5 I I Floor I U- l u- I U- 1 1 2.1- 2.8 I 0 1 +2 1 +3 I I Axes 1 0.66 1 0.42- 1 0.41 1 1 2.9- 3.6 I -3 1 0 1 +1 I 11.10 10.65 1 down 1 I 3.7- 4.2 I -5 1 -2 1 0 1 0 +, + 4 +4 I 4.3- 5.0 I -8 1 -4 1 -2 I 1 0.1- 1.2 I +4 ! +4 I +4 I ! 5.1- 5.6 1 -10 1 1 -4 1 }1..3�- �2..3 I +1 I �, I +2 I I r -7--r-71 -13 1 ;I -8 1 -6 I 1 1 .o- 3.6 1 -2 ! 0 I +1 I I 6.3- 6.9 1 -15 1 -10 1 -7 ! 1 3.7- 4.8 I -4 ( -2 !. -1 I I 7.0- 7.6 1 -18 1 -12 I -9 I 1 4.9- 6.1 I -7 I -4 f- -3 I ( 7.7- 8.2 1 -20 1 -14 I -I1 I 1 6.2- 7.3 1 -9 ! -6 ! -5 I ! 8.3- 8.8 1 -22 1 -16 1 -13 1 ! 7.4- 8.2 ( -12 1 -8 ! -7 1 I 8.9- 9.5 1 -25 1 -18 I -15 1 1 8.3- 9.7 i -14 I -10 1 -8 1 I 9,6-0.i 1 -27 1 -20 1 -16 I I 9.8-10.8 I -17 I -12 1 -10 1 ! 10.2-11.0 1 -29 1 -23 1 -17 ! 110.9-12.0 I -19 1 -14 I -12 1 1 11.1-11.8 I -35 1 -26 1 -21 I 112.1-13.2 I -22 1 -16 I -13 1 1 11.9-12.7 ! -38 1 -29 1 -24' ! ! 13.3-14.5 1 -24 I -18 I -15 1 1 12.8-13.5 I -42 1 -32 1 -27 ! 14.6-15.3 i -27 i -20 i -17 1 1 13.6-14.3 I -46 1 -35 1 -29 1 -1 1 14.4-15.2 1 -50 1 -38 1 -32 I SC by I 1 Orten- I I Floor Area cation I East I I 3.2 I ( 10-3.1 1 to 1 6.4 up I I I 6.3 I I I I I 1 0 -.19 1 0 I +l 1 +2 I .20-i7 .66 1 0 I 0 I LI I .67-.82 I 0 I 0 I j .83 up i 0 i -1 i -2 1 South 1 0 1 3.2 1 6.4 1 8:0 1 9.6 I I to I to I' to I to I up 1 1 3.1 16.3 17.9 19.5 I 1 1 0 -.18 1 0 1 +1 I +2 I +2 I +3 I .19-.42 1 0 1 0 1 0 1 0 1 0 I .43-.66 1 --r 0 1 -1 I -2 I e2 -3 1 .'STP ' ,I 0 I -2 I -4 I -4 West 1 .1 1 1.6 1 3.2 1 6.4 1 9.0 I to I to i to 1 to I up 1 1.5 1 3.1 16.3 17.9 I I I I I I 0-.12 1 0 1 +1 1 +3 I +6 I +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 I 0 1 -1 I -3 1 -6 I -1 58-.82 1 -1 I -3 1 -6 I -12 1 -15 .73'r ' p 1 I -2 1 -4 I -a r -16 1 -20 I I Skylight I .1 I .6 1 1.6 3.2 1 4.0 I to ! to 1 t l• to I' t0 I� 1_5 I •1 I 3.9 1 3.2 0-.12I o l 1'+3 I +6 I +7 .13-.36 1 0 0 1 0 1 0 1 0 .37-.57 I 1 -1 I -3 1 -6 1 -- .58-.82 -1 1 -3 I -6 I -12 I -. .83 u i -2 i -4 i -8 i -16 i -20 I I I I I Table 3-11. Horizontal South Overhane Pointe Table 3-9. Sk lip.ht Points South Glazing Table 3-6. East-FacingGlazingPts. I Length Out 1 Area, 2 of Floor I I I Glazing Type I I Total I Glazing type i i [roftWall T_ I I Total I I 1 2 of T Sngl. Dbl, I Trpl.T 1 1 0-6.3 I 6.4 up i I of I Sngl, I Dbl, 1_T__r_p_1,T I Floor I U- I U- I U- I I I I I Floor I (U - I (U - I (U - I I Area 1 0.66- 1 0.42- 1 .41 I 1 0 - 0.5 1 -2 - j I Area 1 1.10) 1 0.65).1 0.41)1 1 1 1.10 1 0.65 down 1 1 0.6 - 1.0 1 -2 1 -3 1 �I I oints i oints I ointsl 1 1.1 - 1.9 I -1 1 -2 1 a l+ + t +<-f I up to 1.3 I -1 I/ -:2 I 0 1 I 2� P 1 0 1" 0 1' I up to 1.3 1 +3 1 +4 1 +4 I I 1.4- 2.2 1 -3 II -1 I I I I 1 I 1.4- 2.4 1 +1. 1 +2 1 +2 I ( 2.3- 2.8 1 -6 1 -3 1 Table 3-12. lovable Insulation 1 2.5- 3.6 1 -2 1 0 1 0 1 l 2.9- 3.6 1 -9 -6 1 -5 1 Points 1 3.7- 4.6 1 -5 1 -2 1 -1 1 I 3.7- 4.2 I -1 1 -8 I -6 I 1 4.7- 3.6 1 -8 1 -4 1 -3 1 1 4.3- 5.0 I 4 1' -10 1 -8 1 ! Moveable Insulation] I 1 5.7- 6.7 1 -10 I -6 1 -S I I 5.1- 5.6 1 16 1 -12 I -10 I I Area, Sot Floor 1 to I 1 6.8- 7.7 1 -13 1 -8 1 -7 1 1 S/6.3- 7- 62 -19 1 -14 1 -12 1 ! I 1 7.8- 8.7 1 -15 1 -10 1 -4 1 1 -21 1 -16 1 -13 11 8.8- 9.7 1 -17 1 -12 1 -10 1 ( -24 1 -18 1 -15 1 I 0- S.S 1 09.8-11.2 1 -21 1. -IS 1 -13 1 1 -26 1 -20 1 -17 1 I 5.6 - I +21-MT.77'-1 -25 ( 78 1 -15 1 I -28 1 -22 1 -19 1 I 11.6 7.S I +412.8-14.0 I -28 I -21 I -18 i 1 -31 1 -24 1 -21 1 I 1 - 23.3 I +614.1-15.3-32 I -24 1 -20I -33 I -26 I: =22 I I >23.6+ I +6 I -I--- Table 1.13• Infflttation Control Features Points •r- -- I Coctrol Features I Pointe I I I I StAn rd 1 0 > 1.9 aU changes per hr I _ I Tight 10.6 air changes per by 1 Table 3-15. Cas Furnace Without Refrigeration Coollng Points IrSeasonal Efficienty I Po act 1 f (SE), t I I I ( Table 3-16. Heat Pum* Points I Energy Efficleney I Points I 71-76 I 0 I I 77 - 82 I +2 I I 83 - I +4 I I 8 - 94 I +6 I ( 95 up I I I +8 I i Table 3-16. Heat Pum* Points I Energy Efficleney I Points I I Patio (EER) 1 I 0 A 2,000 8 C I - 8.3 I +6 I I 8.4 - 3.7 I +9 I 1 8.8 - 9.1 I +12 I ( 9.2 - 9.6 I +15 I I 9.7 - 10.2 I +18 1 I 10,3 - 10.8 1 +21 I 10.9 - 11.5 I +24 1 11.6 - 12.3 ( +27 I I 12.4 - I 13.2 ( I +30 I 1 Table 3-17. Cas Furnace With Refriveration Coolint Points Mefrigeracionl Cas Furnace I I Cooling I SE 171- 7-183- 89- 97-183- s9- 9 I 1 761 821 881 9• u I 1 8.0 - 8.3 1 0l +2 1 +61 +8 1 1 8.4 - 8.7 1 +21 +61 +91+10 1 I 8.8 - 9.2 I +61 +EI+101+12 I I 9.? - 9.7 +51 +e1+101121+14 I I 9.8 - l 1 +31 +1 OI+121+141+Ib 1 110.4 - .9 I+1 G1+L2i+1s1+16i+18 I 111. 11.5 1+121+141+161+181+20 1 I I ! 1 II 7/7/83 'TABLE 3-14 (ADAPTED) !IAS S DWELLIRG AREA MIAPE MIT ZONE 11 INTERIOR THEAMAL MASS POINTS AREA SQ, IT. 1,000 A 8 C D A 1,500 I C 0 A 2,000 8 C 61 A 2.500 I C 0 I A 3,000 8 C D � A 3,500 6. C � 0. A 4,000 6C D�A I I.SGO 6 C 0 A 5,000 • � I c 50 2 2 2 2 2 2 2 .O 1 2 2 2 0 1 0 0 0 0 0 0 0 0 0 00 +10 +12 0 0 0 0 0 0 0 o. 0 +lo 2.1"00 and u LOG. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 01 0 0 0 0 I iSO 6 6 6 4 4 4 4 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2'? +11 2 0 i 2 2 0 1 200 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 .2 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 7 9 J 253 10 10 8 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 t 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 i 300 12 12 10' 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 ? 2 7 2 2 2 2 2. 7 2 2 350 14 14 12 8 10 IG 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 7 2 2 7 400 14 14 12 8 10 10 8 6 8 6 6 4 6 6 4 4 6 - 6 4 2 4 4 4 2 4 4 4 2 4 4 2 2 4 4 1 2 503 18 18 16 10 12 12 10 6 10 10 8 6 A 8 6 4 6 6 6 4 6 6 6- 2 6 6 4 2 4 4 4 2 4 4 4 j 60a 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 C 6 4 6 6 6 4 6 6, 4 2I 6 6 1 2 1 100 1 24 24 20 14 18 16 1 10 14 14 12 8 10 10 10 5 10 10 , 8 6 8 8 6 4 8 6. 6 4 6 A 6 41 6 6 R 2 270 26 14 22 16 70 16 16 10 14 14 12 8 12 10 10 6 10 10 8 6 10 8 6 4 ! 6 6 4 8 6 6 t� 6 6 L i 903 :8 28 74 16 22 20 18 12 16 16 14 10 14 14 12 8 12 12 10 6 10 10 3 6 I a 8 '8 4 6 6 6 11 B 8 6 c j 1,000 30 90 26 18 ?2 20 20 14 18 1/ 16 10 14 14 12 8 12 12 13 6 12 10 10 6 10 To 8 6 8 6 0 41 n a 6 4 i I,;OU .12 32 28 2O 24 24 22 14 20 20 18 10 16 16 14 8 14 14 12 8 12 12 10 6 10 I'12 l0 10 6 10 10 8 6i !J ¢ f 1 1,200 34 32 30 22 26 26 22 16 22 20 18 12 16 18 14 10 14 14 12 8 14 1212 8 12 10 E 1J 10 8 6} 10 19 8 6 1,100 34 74 32 22 28 26 24 16 22 22 20 12 16 19 16 10 lu 14 11 8 11 12 12 6 12 12 10 6 12 10 10 6I 10 :0 F. o 1,400 34 '34 32 24 28 28 26 18 24 24 20 It 20 20 16 12 18 16 14 10 14 14 12 8 14 14 12 8 12 12 :G 6; 10 t9 19 i l.i0o 136 34 34 24 30 30 26 18 24 24 22 14 I22 20 18 12 18 16 16 10 16 16 14` 8 14 14 12 tl 17 12 10 (.I ;2 1? 1;. I o i 2,000 34 34 32 22 30 30 26 iB 26 26 22 16 22 22 20 14 20 20 18 12 18 18 16 10 16 16 i4 G 14 I 14 12 B 1 2,500 34 34 30 22 I30 30 26 1 26 26 24 16" 24 24 22••11 22 22 13 :2 10 20 18 I: Is ?t 16 :9 J,CO334 32 30 22 30 30 26 18 28 26 24 16 Z4 126 24 22 14 22 22 20 141 :2 :3 1=ii 3,500 32 32 30 20 ]0 30 26 ld 28 21 16 26 21 27 14± 74 :4 20 14 ' 4.900 - " 32 32 30 20 30 16 18 i 75 28 24 if l Yb 26 2'i 7: If 4.500 130 32 32 20 I ]U 30 26 It j ib ?= ;t ; 32 17 2i 201 IJ ;G .6 1= 1 A) 1. 3's' Concrete Slab: HC•8.93; R-.29; Factor -7.3 i. 3 3/4' Thick Common Brick: IIC-7.125; R•.13; Factor -7.3 8 1. S4• Concrete Slab: NC -14.106; R•.458; Eoctor-7.1 C 1. 8• So11d !tiled Block: HC•20.6]; R-1.93; Factor•6.1 2. 8' Solid Filled block With Both Sides Exposed To Conditioned Air. NOTE: Use all square footage directly exposed to conditioned air for Theroal`HasI Area: HC -10.164; R-,96;; Factor -6.1 0) 1• Thick Concrete/Tile: HC -2.55; R•.083; Facto r. 3.7 Table 3-19. Zonally Controlled Electric Reslotance Space Heating Points Points for thisfor this measure w!11 I Table 3-211, Solar Water Heatin With Cas Backu Points I be completed after the CEC I I has approved an Alternative I I Component Package for Resistance •I 1 Beat. I Table 3-18. Active Solar Space Heating with uas Points I Net Solar Fraction ( Points I (NSF), S I I I I 0-6 I 0 1 +2 I I 15 - 23 I +4 I I 24 - 30 I +6 I I 31 - I +8 i I 4 47 I ; +10 I ( 8-55 I +12 1 I S6 - 63 i +14 I 64 - 71 ( +18 I 72 up I +20 I I ( I wood stove #33 points -(no back up) Casablanca fan + l.point Multifamll (per unitpoints) Floor Area Net Solar Fraction (NSF), per unit, ft 2. I ( Solar with Electric ( I I I Re+!stance Backup I I I Meeting the Require- I I I cents iu Pact 2 I 1 0 I I Electric Resistance 1 I I 0.9 i0 -i5 I iir29 3v-3 0-49 50-59 60-69 70-79 600-799 0 +10 +14 +17 +21 +24 800-999 0 ;+3 +S +8 +1! +14 +16 ♦19 1,000-1,499 02 +4 +6 +8 +10 +12 +14 1,500-1,999+1 +3 +4 +6 +7 +8 +lo 2.1"00 and u 0' +1 +2 +4 ..5 +6 +7 +9 All o s (per building points) 0-899 0 +5 +10 +14 +19 +24 +19 +34 900-999 0 +4 +9 +13 +17 +it +26 +30 1,000•-1,199 0 +4 .1.7 +11 +15 4.19 +22 +26 1,20(,-1.499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1,999 0 +2, +5 +7 1 +9 +12 1 +14 +16 2,000-2.99942 +3 +5 +7 +8 +10 +11 3,000 ar.d uo 1 -0 +1 +3 +4 +5 +7 +8 +10 Pts. I System Type I Points I I 1 1 Cam Only 1 I 0 { 1 Beat P.rmp I i 0 I I ( Solar with Electric ( I I I Re+!stance Backup I I I Meeting the Require- I I I cents iu Pact 2 I 1 0 I I Electric Resistance 1 I I oaly ; -40 RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY FORM Owner Af,#. < ® Climate Zone Permit No., a4P9-t6 Flood Area Compliance path: Package ❑ A ❑ B ❑ C OR System ❑ Budget ® Other MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: Q" Roof/Ceiling Wall !q ❑ Slab Floor Perimeter ®.. Raised Floor 1 7/83 13 0 V (2) INFILTRATION• (A) A vapor barrier is required in climate zones, 1, 14 & 16. (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified -and labeled. (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. . Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ® (E) Electrical outlet plate gasket 13 (F) Air-to-air heat exchanger Location (3) GLAZING: (A) Location - Area Ft. HC= R= Area Glazing %.Floor Area Single Double Triple ® Total Bldg 3fe/•s A(0.8 _X_ ❑ Type North Alp. _ C ® R= East ws- Location ® South _ ❑ . m West Ft.Z HC= ❑ Skylights -- — _ (B) Shading ❑ Type - Area Ft.2 Shading R= MC= Coefficient Description ® East .4 ❑ Type South Ft. HC= ® West Aks. ❑ Skylights, ® (C) South Overhang LengWof projection ft. Description ❑ (D) Moveable insulation: Area ftZ Description. (E) Thermal mass Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location FORM ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or glass doors covering the entire opening - of the firebox; a combusion air intake equipped with a readily Y accessible, openable, and tight fitting damper to draw air from the outside:of the building; and a tight fitting flue damper with a readily accessible control. 7/83 2 *1(5) HEATING. -VENTILATING, AIR CONDITIONING SYSTEM (A):.'Heating ❑ Central Gas Furnace (brand and model number) SE Btu/hr c (heating capacity) ® : Heat Pump.• (brand and model number) ACOP Btu/hr (heating capacity at 47°F) - ❑. Active Solar :;type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope (} Other W0� S%' 000. ' (describe) *1 (B) Cooling ❑ Electric Air' Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) �•� Electric Heat Pump EER Btu/hr (cooling capacity at 95`F) ❑ Other (describe) (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage,' shall be required for heat pumps. (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except A those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and, gas cooking appliances. (F) BACKDRAFT DAMPERS shall.be provided for all fan systems exhausting air to the outside. (� (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to.conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 rs.. FORK 1 (6) DOMESTIC WATER SYSTEM ® . -f-A)- Gas Only Gallons (brand and model number), (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons 2 (tank size) 13* Active Solar (collector brand and model number) C3 13 (rated y -intercept) (rated slope) (solar fraction) ft 2 . .(backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) Location of Solar Panels Other (Describe) ®: .(B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned.space shall be insulated with a minimum of R-3. Steam.and steam conditioned space shall be insulated with a minimum of R-3. .Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the- Energy Commission. (7) LIGHTING ® (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). - *l Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature ate°, elevation ', heating load &c/-ZOBTU elevation factor x heating load = maximum outlet capacity gas furnace BTU Cooling: Summer design temperature Y,9/-°, cooling load BTU (USE ONLY AS A SIZING GUIDE, COOLING MAY BE INADEQUATE) *2 Submit T.I.P.S.E. chart'or other approved system (form #5) to document sizing of solar.panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 3 BUILDING DESIGNER OR APPLICANT eaud* of Our OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: Mark Dale r ADDRESS: 14850 Klamath Ct. CITY & STATE: Magalia, CA 95954 IMPORTANT: DATE OF CLAIM: August 8, 1989 SEE INSTRUCTIONS ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RFCFIV►NG nnnnc no eeovir ce DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) I AMOUNT Owner has decided not to do work. (Building Permit Appl. #1585-87P Receipt #83106, dated 5/15/87, AP#58-24-79.) E, Total fees paid--------------------------------------- $ 52.50 Retain Plumbing—filing fee ------------------10.00 Retain Electric filing fee------------------ 10.00 Amount retained--------------------------------------- 20.00 Refund due ---------------------------------------------- 32.50 32 50 (Building Permit Application #2948-87, Receipt #00010 and 03194; dated Total fees paid --------------------------------------- $960.25 —Retain �uiiding Permit filing fee_ I C) C)C) Retain Plumbing Permit filing fee----------- 10.00 Retain F" Retain Mechanical Permit filing fee--------- 10.00 ------------------- Amount retained--------------------------------------- 299.00 -----------------------------=-------------- TOTAL 661 125 693 75 I, the undersigned declare under penalty of perjury that the services or articles claimed have beenertormed or delivered, end that this claim is true.end correct ae stated. �� ,,,^ \/7 Dated this .....11! ............. day of �Gt.S7� 191,, et, u!wC/r ..: Celit',..`� L.J. . ....• ......... .............................................................. Signature -- nature of Claimant - I, the undersigned,- hereby certify that, to the best of my knowledge, *the services or articles specified above have been livered and that there is a Budget A Performed or de- . g Appropriation ❑ or Specific Hoard Approval ❑ (Check one) for a sa e Dated this ............. 18th........... day or .... u 1i5 ....... s$.�.., a� Ville A. g 1 QX Q .................:.. Ceur. ... ....... ... ... P.. ......... _................ e artment Head or Authorized Depu Cod` 440-002 E"D' 4210500 Code Code PAYABLE FROM COn Permits ............................. ..................................................................................... FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. -GROSS AMT. 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