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HomeMy WebLinkAbout017-290-00511-43-5 PETER WOLK ( 1481 Rimrock Dr, Chico 2I,D _ Contr: Robin Trenda, Chicoe �� J •<.. Permit#2807-85B,P,E,M(new i gid family) s .� Y 1-43- - Contr' Robin Trenda *k ` . Permit��3158-85B,P,E,M(new sin le fam -71 J - - Con �: Care-Flee.,Pools, Chico `l - — Perm•t #4120-87B,P,E (swimming pool) 1" J y` Con -t --R-.- ` Robin 1'r,"enda �' 2 (IO I Permit#1019-89B,P,E(a �d deok/SI) 1-43-0.5 Contr:: Care F ee Pools Permitj12710-89B(lst renewal/4120-87) ,11-43'05 92-2022 BPEM WOLK, tPator• & Teresa—�`-- t 1481 Rimi`dock Dr, Chico colatl Robin Trenda`, .gar convi;' addition- new garage/sf r H 1 3" • WOLK 1481 RIM ROCK RD, CHICO' ` f•5' Cont: ALLEN SAB RE ROOF , i B08-0359!31 t '$.i017-2961605 M1 ' MISCELLANEOUS Wj i,' 1 '''`Repair REPAIR: DECK, MISC ELECT ROOF, 01 ,1481 RIM ROCK DR WOLK, PETER B08 -0704...,.F 017-7.90-005 MISCELLANEOCJS ' ;ytWood Deck DECK ADDITION ' (280 SQ), REPLACE 1481,RIMROCK DR., t j'"l � WOLK' PETER r ►.SSS. .'� • ,, .a on- 2 -No Q L t j r R � r r 91 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 1481 RIM ROCK DR Owner: Permit NO: B08-0704 ' APN: 017-290-005 WOLK, PETER Issued Date: 06/25/2008 By KEJ Permit type: MISCELLANEOUS 1481 RIM ROCK DR. Subtype: Wood Deck CHICO, CA 95928 Expiration Date: 06/25/2009 Description: DECK ADDITION (280 SQ), REPLAr (530) 894-5757 Occupancy: Zoning: RI Contractor Applicant: Square Footage: CAUFFIELD PHIL CAUFFIELD PHIL Building Garage RemdUAddn 3154 ALOHA LN 3154 ALOHA LN CHICO, CA 95973 CHICO, CA 95973 (530)342-9078 (530)342-9078 Other . Porch/Patio Total 280 280 FEE INFORMATION DBE Swimming Pool/Spa $59.00 DBEH Building Review Fee $78.90 ` DBMSC Deck -Open (Wood) $164.00 DBSMIP Residential $0.50 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires CAUFFIELD PHIL 830106 / B / 12/31/2009 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. ^ X \� 06/25/2008 Contractors Signature Date I__ _ _ WORKERS' COMPENSATION DECLARATION I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier. Policy Number: Exp. Date: (This section need not a completed if the permit is or one hundred dollars ($100)_ or 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' Compensation Laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X � 06/25/2008 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, 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, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lenders Address City State , Zip I otal Charged: $302.40 Fees Paid: $302.40 Balance Due: $0.00 Receipt No: B7046 OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License 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 pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; , Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this reason: ix 06/25/2008 Owners Signature Date 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 construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property o er ora= authori to act n • e pro a wners behalf. , 06/25/2008 Owner �7'j Contractor'. OR; Agent for Owner ❑Agent for Contractor FILE COPY q BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" NO. . OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 b �7� A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.netldds BIN # PLEASE PRINT CLEARLY (IN F I L E "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name ' First Nam Mailing Address City State A Zip Phone Fax E-mail ARCHITECT/ENGINEER CONTRACTOR Name city n State CA Address Phone f� T3 1 Fax - 1 city U1,� C01state Type Const. ZP�5g7.3 Phone 5 Z q6� Fax jp 32iZ Ib7 E-mail Lic. # Class ARCHITECT/ENGINEER Name ��.' - AddressLH city n State CA "'967 4 Phone f� T3 1 Fax - 1 Email State Licens Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE r X 61 061 PROJECTLOCATION API `{� r/ Property Address City WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the dme of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: De- c -e AtZ ��� � o WLk1 Sq FT- living Garage Open Cov O Structure Built without Permits O Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes No Occ. Type Const. ,, 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 i 0 c 0 p�=4z O • 0 0 Atiqftamim-wp— i4c ,�` 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: B08-0704 Date: 04/16/2008 Location: 1481 RIM ROCK DR By: KCG Parcel Number: 017-290-005 Sub Type: Wood Deck Owner Name: WOLK, PETER Phone: (530) 894-5757 Description: DECK ADDITION (280 SQ), REPLACE SPA 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: G C FILE Date: 04/16/2008 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: fly 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, if the permit has not issued, but not after 180 days 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 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/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-0704 Location: 1481 RIM ROCK DR Parcel Number: 017-290-005 Date: 04/16/2008 Owner Name: WOLK, PETER Phone: (530) 894-5757 Description: DECK ADDITION (280 SQ), REPLACE SPA .. Q Signature of Applicant: Date: 04/16/2008 FILE 4 - PERMIT NO, -3158--85B,P,E,M PERMIT EXPIRES vv U�� (23 OWNER PETER WOLK CONTR. Robin Trenda, Chico AA 11-43-5 ASSESSOR PARCEL LOCATION 1481 Rintrock Dr, Chico 9E OFFICE COPY Address GAS Meter By Dat ELECTR I C Meter By Da J� Date Ap. P! OFFICE COPY Temp. Address Call Temp. E Meter�By Dad–Ly–_4 T ELECRIC Cal Iii i ` Meter: B qatelkIR-4X JS I Temp. Gas Si—rvi-6–e 1�z Called PG&E JOB FINALE[ Signature q J OK 0 = Not OK - = Not Applicable * = Not Ready MOBILEHOMES MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except a's 1. Zoning Requirements -Setbacks -.Easements 2. Soils; Special MH Support-Sketch-Connectors2. 3. Sewer; Location -Test -Fall -C/O -Concrete Footings; Size-Depth-Spacing 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails •4. Water;,Location-Test-Easement Needed (Sketch) 4. Wood Awn.; Posts- Beams-Rftrs.-Con nec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Locatiort-Test-Wrap:/ /"L"ft./ /"Nat.or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors& 7. Utility Clearance 7. Elec. Card -BI Date Card - BI Date Card -BI Date. Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's + 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9.. Health Department Approval 10. -Plumb; Cir. Test -Water Supply Test• Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date r w J = OK 0 = Not OK l - = Nor Applicable = Not Ready RESIDENTIAL (Single and Duplex) �E , O - Date JJNQV.RFLOOR Plans OK except #'s Date FRAMING (Continued) Zoning requirements -Setbacks -Easements 4epropert Date JJNQV.RFLOOR Plans OK except #'s Date FRAMING (Continued) Zoning requirements -Setbacks -Easements 4epropert "ine Firewall & Openings tg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth.P-'Doors-one 3' -Check Garage -3rd story, 2 exits Fig., Garage; Soils -Steel- / /" Ftg. Depth 5 Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" F epth W Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Stemwalls, Main; Steel-Blockouts-Wrappe 5 i -ding -Nailing -Veneer emwalls, Garage; Steel-Blockouts-Wrapped- 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 'j7_,,-F11'9MVrF-FTfeel . Glazing Area -Gla s'Protect ion -Sky lights-Plast ic D. .V.: FUr-Fit i gs-T way C/O -Sewer Test 55. Shear Walls; ng -Bolts 9. Gas Pipe; Size -Anchors i 4v kA [aVly %00, -Water Pipe Te Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date -1 Card -BI Date Card -BI Date Card -BI Date Card-BIto Card -BI Date I IFDate 61 Card -BI Date Card -BI Date L P ns) OK exce t q's Card -BI Date Card -BI Date Date ECUKING (Permit) OK except k's 6. fWf. Steps -Door & Sidelight Protection -Landings S e Detector 1 Water Ht.; Vent -Access- ombustion Air . Fu ce; Vents -Clearance -Comb. Air-Connector- Ga ge; Above Floor-Ducts-Mech. Protection ater Pipe; Test & 6—PA. s -Nail Protection telt.W.V.; Test2t5Ks & Anchors -Nail Protection 5J)_ rqom Exiting r Fa T First Floor -Tub Access CPLKSE . & Bath Fixtures & Tub Access est Tub & ower, 2nd Floor -Tub Access 1 lec. Trim & Subpanel; Breaker Sizes -Labels as,Pip Size &Anchors 6 rs & RailsOt a c Fire ce or Stove; Clearances -Hearth ��. _ .•jw— Card-1314L\,Date n ard- ate 64, 654,KIT, _OiMets at Wood Panel; Int. & Ext. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66_54<c -.Outlets & Receptacles at Kit. Counter Date EL TRICAL Permit OK except p'sct 67. Gar a Fire Door; Swing -Landing -Closer in Garage—Damper fixture & Transformer Clearance -Ins. Protection 6 . Wtr. Vents -Clearance -Comb. Air-Connector-P.R.V.- I rage; Above Floor-Mech. Protection F_Wc. Receptacles Spacing -Lights &Switches at Doors Size Boxes & No. of Conductors -Stapled 7(1 Ib., Elec. & Mech. Equip. Listed for Location 33!Romex Installed Close to Edge of Studs & C.J. 71. : Receptacles in Garage; (G.F.I.)-Rex Protec. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water In ion-F�oara-Looked in Attic Yes 2 Appliance Circuits in Kitchen &Conductor Size 7 uard Rails & Deck Construction -Post Caps Subfeed Wire Size / / ga._Cu or AI-A.C. Wire Size / / ga. Cu or AI 74 ""Id yo�rc R r.�,"' uo� n nr rlrainage & Wood -Earth Clearance Looked under Floor ❑Yes Range Circ. / . / ga. Cu or AI -Oven Circ. / r-/ ga. Cu or A1, nsulated Neutral s ❑No 75. 7 Following instld. rive es ElNo; Walks s E] No: Planters es El No n- inish Service -Riser onductors & Ground -Main Disconnect 9. Equip. ran Panels-Motors-Mech. Equip. 77, it; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. es Close -Shower Light • 78, a jY bove Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. ate ell; Disconnect, Electrical, Plumbing 80. or Iec. Trim; G.F.I. Receptacle -Underground Card B-1 Date Card -BI Date 81. fila 'on throughout House Card B-1 Date Card -BI Date 82.rGLOaf 83.POCorre5tions Protection from Previous Inspections Date MECHANICAL (Permit) OK except N's S 84. G est -Meters Ta e ; Gas -Electric C. Ducts; Insulation & Support er & Sewer a d -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates 22_ -Vent Fan; Exhaust above Insulation aa --Condensate Drain & Overflow; Size & Grade Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet ­35—.Attic Access & Platform if Furnace in Attic Card -BI Card -BI Date Card -BI Date Date Card -BI Date Card -BI Date '111.11a..... Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FRAMING Plans OK except q's 36,_ -Sills; Proper Material & Anchors 37!Wa s; Studs -Nailing, Spacing & Bracing -Plates -Sound tb8� a ring Walls over Girders & Floor Nailing 12fraft Stop in Walls (rat proof) i (403 Fire Stops; Furred Ceilings -Stair e - 41. eader & BeamSize& Bea ' g . I Hangers -Post Caps- Connec { Ing. Joist-Rftr. Ties- u in _of_Brac.-Truss-Shth g.-Rfng._ Fireplace Ties or yp I -F eplace Throat 4 Attic Access; Size & ex P tec n -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 4t— Garage Fire Protection Framing (NOTE: An entry must be made each time you visit job site) J COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS • - 196 Memorial -Way; Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates. that -the following violations of County Ordinance exist at the above -address -'and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this a ter, or need additional explanation, please contact this office immediately. n 1 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this atter, or need additional a planation, please contact 1," ofiWe immediately. Inspector Da COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS., 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this Inspector Date COUNTY OF BUTTE , DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector Date COUNTY OF BUTTE " DEPARTMENT OF PUBLIC WORKS . 196 Memorial Way, Chico — Phone: 891-2761 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector C�._ Date %f1` Owner: �jjfr CO o G Permit No. 00 E N E;R,.G _Y CilE RfT I,CF' I C A T I 0 N .R1mrock Rd., Chico LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Brand Name Thickness(inches) Thermal Resistance (R Value) EXTERIOR WALL Material Fiberglass Batts Thickness(inches) 6 3/4" CEILING Batt or Blanket Type FihPrglass Batts _ Thickness(inches) 132" Loose Fill 7Type'� Fiberglass Minimum Thickness(Inches) 13" Area covered(ft.2) 810 FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL .; Material Thickness(inches) Brand Name Manville Thermal-Resistance(R Value) 'R19 Brand Name Manville Thermal Resistance(R Value) R38 Brand -Name Manville- - -- - -- — Number of Bags 21 -Wt. per bag 40 lb. Thermal Resistance(R Value) R38 Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. LOERKE INSULATION CO., INC. #432518 FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. ___�Aa'vw 22_ta�_ A_ November 4, 1986 SIGNATURE 3 INSTALLATION APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. k( � V i rf�lC(0. AME/OWNER (Please ppint) OF GENERAL CONTRACTORIOWNER vdr. STATE CONTRACTOR'S LICENSE NO. --. ATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 ' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, gafflorniar95965 - Telephone 916/534-4541 APPLICATION ANDaPERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER >✓+ems W. l I' TELEPHONE 35' - 016133ors SQ. FT. OCC. BUILDING VALUATION / ©, 00 OWNER'S MAILING ADDRESS 4f_r" C6 1 4 772S'.� CONTRACTOR'$ NAME TELEPHONE I -coo rUO CONTRACTOR'S MAILING ADDRESS /Vor ,� G1ucJ Fireplace "A " 00 U . oo CONSTRUCTION LENDER. C. C_ UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S G R C Permit Fee $ ,00 ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ �O Energy Plan Checking Fee ARCHITECT. OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADD Ess , 1^ S �e oc�� Permit fee $ PLUMBING PERMIT Filing Fee 10.00 1 C� (2U-&1cR- 1300 LQ Each Trap /Z 2.00 `� r,. Solar or heat pump water, heater 20.00 LOT NO. SUBDI I N NAME �A�cEMAP (j� Water piping �+ 5.00 $�.W Each qas water heater or vent .5.00 6— USE OF STRUCTURE SF P Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 S,." o Building sewer 5.00 C -;,b Mobile Home I SJGJWJ 10.00 ea TYPE OF WORK NewAddition❑ R emode 10 UtilitiesInstallation[] Other❑ Describe work: t 7 _ Permit Fee $ G�pO Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service loo AMP ORSLESS OR LE 10.00 Main service EA. ADD'L too AMP 2.50 CONTRACTORS LICENSE LAW I decla under penalty of perjury p y p I y (Check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BuslnesS and Professions Code and my license is in full force and effect. License No. y6 r1%T% Classification �_ 6rt.et n ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING o U , OR ACDNS. C ACC. BLDGS /vtsgft NEW CONSTR MULTI -OUTLET NON-RESID BRANCH CIRCUITS) 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES eAL@30 eALosD Ex. OCCUp. OUTLETS (FIXED RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �yirin 15.00 g Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ Thep it is for $100.00 (valuation) or less. ave placed on file with the County of Butte Building Department a Certificate,of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating (d(� Cooling lin % 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 ag ee to save, indemnify and keep harmless the County of Butte against all liabi ties, judgments, costs, and expenses which may in any way accrue against i w my in consequence of the granting/ois permit. X Signature of Applicant — Owner ❑ Contractor Agent An OSHA permit is required for excavationsper er 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occuP. CONST.TYPC FLoo ARCEa ,Y/ PD ND $sue /,/ This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT R OF PU#LIC /J By r PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date — .cv l�7� Receipt No. 07• 0 J — ©. /C/ WNITC-D.P.W., TE O A g I g /(/'C TOR, GOLDENROD -APPLICANT } COUNTY OF BUTTE - DEPARTME14Tj ;; 'F$,P►UPLIC WORKS - BUILDING eDIVISION 7 COUNTY CENTER DRIVE - OROVILLE CALIF RNIA 95965 - TELEPHONE: 9I' /5344541 ` �./ / PERMIT APPLICATION DATA SHEET T `° Permit No. OWNER F �E r A. P. No. / Proposed Building Use Permit Fee Based Upon: Complete Contract Price DPW Valuation ther ( lain) Building Inspector Irl Date M/s/A-, At time of permit application, I was advised the following data must be submitted prior to permit process,ng and/or issuance: DATE RECEIVED APPRCVED All items. have been submitted. . .. . . . Kplans in — Plot p� �w���sD Complete plans i e. 4. Complete engineered plans and calcs. . . . . . . . . . _&1Plans with Energy Design Compliance Statement. 6. . ,CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . Statement of Intentpfor Non -Heated and AC Buildings. _ qn 8. Fees of $ —? OU . . . . . Letter of signature authorizatio . 1 Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑) ` 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . . } Pre -Inspection for Required. Pre-Inspec. request toBuilding Insp ctor_(Date) 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Other Driveway permit & const. approval required prior to occupancy. When you issue the er it oces as follows: Mail owner. Mail to contractor. Y i� _ Telephone do% and hold for pickup at _office. Deliver w/inspector. Other /% ' Applicant Date I S Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance. (For required items not checked above at time of application, circle item.) 1. Index permit for above Items No. 2. Additional items required: 4 ' (Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other By Date Plans checked by Date Plans approved by Date Other Copy—DPW TO: Building Department FROM: Environmental Health, Chico SUBJ T: ^Sanitation Clearance Owner Location APS Plan approved for: sewage disposal water supply (/ Hold final for: water supply Final clearance O.K. for: �.t' " water supply Clearance for bedroom a Home. `0ther �dcJ��rn Note*** �G/� %� Com, ✓ e /j�. <;'� i � Sanitarian 0�� ate J, 1 Gsa F. COP\ ,so (-- -uv, (nuc ru ' Twp.GIL.CJ� Ile far r vlwyt- x. !o ° g s/F 2 Iz 1 '► CARP T yvNOLGI,OS. HH Vk P --- tF \ (LA C _...... • Op ( iv .� P L- L-oW _ O 4F N %v ...P. E'(- O W I d\Q To et ww �o2v �WNIn1& ..;. �— °2� AWN1NC: y Z o- O LAfZbE D OPEO O rn: Azz &A W N E W Z W I f'). w S z .. S3 •o e'. � m 0 mm P I'b40 xto"op; t P I -IA 6Lxq„pp. Ll I x ll" 0P• X` I 'i r7 0 STH14L.coW,, 7. )L1$" or. — b►- S py- Su l.xCa- -,.,- nn I I....V t S_ . E EN.._ i Ex f�:.o.C�C�• --iI 11ul L' �.,. aj1 1 Dq u I. k R - O rn " T��c . Cow1G• I �,'�x li'�1J DP• Oltn.�E�, f3�sC 1. I /' New it) u 4m. (Axjj PFI CS cw[o &XII.PF LJ Fj FIFIAMIG TEAL DF ow I S. 0 .Z .... op Ft YOO ero CIA F, m To SIMF HU & so L: F PQM E(ho-41f VF 5m, 4r ALFA 10 PF2 2 FAFT& 94 -4" PFC I HOIL - > lyr, - No 4: H4 4 - 0 - Ty P. Fb PA 1, w 0 AFR- z Ca x la IZ.S; ce P, FL MAA W IV. -I-- FIFIAMIG TEAL DF A�Vwmvw� i=,' � T-1 owl 12 mom 1 0 -mml ti 171 M3 RESIDENTIAL PLAN CHECKING GUIDE 7/85 (S. Y. DUPLEX & MISC. ONLY) Bldg. Permit # OWNER A . P . GENERAL Zoning requirements: (sideyards and number of permitted living units). , Valuation. Plans signed by designer. 4. Energy Design and Compliance. ` Existing violations on property. PLOT PLAN Complete parcel size and dimensions. /� Setbacks, sideyards, easements, etc. Other buildings.or structures. Grading, fills,'drainage. Flood hazard. Special conditions on creation map or compliance document. FLOOR PLAN Complete to scale plan with dimensions. ,x Required windows for light and ventilation (Sec. 1205). " i3'. Required windows for -second -exit (Sec. 1204). ,.4�' Skylights .(Chapter 34 & Sec. 5207). A3' Human impact glass (Sec.'5406). Required room sizes, ceiling heights (Sec. 1207). G.F.C.I.'s in baths, garage and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. J31'." Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures., ,kv. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (Sec. 3304(e)). 4Fireplace and wood sQve location. .11"Smoke detectors (Sec. 1210). STRUCTURAL DETAILS Foundation plan complete enough -.-to construct building. r2� Floor construction details complete enough::to construct building. Elevations and wall construction details complete enough to construct building. A' Roof construction details complete enough to construct building. ,f' Fireplace construction details and calcs if necessary. Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT -FOR I1r", Exposure I plywood on exposed locations and overhangs. ,-2'. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j))'_ ,-,4-' Brick or stone veneer (Chapter 30). X Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32).. a! Rafter ties or bearing ridge beam. 11 RESIDENTIAL, PLAN CHECKING GUIDE (CONT'D) 7/.85 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) ,,8"" Garage door or porch header sizes. .�� Adequate bracing. ,,Ie— Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). Wood stoves, clearances, alcoves & 1 -hour shafts. Combustion air for fuel burning appliances. Noise requirements on duplexes. Adobe soils - special foundation design. Retaining walls requiring design. Unusual shape, size or split level house requiring lateral design. Return to DPW AG ICbubRAL kATh*,1EN'i' OF ACKNOVabGNENT FOR RESIDENTIAL DEVELOPMENT IRECORDED IN OFFICIAL RECOKS - I OF SUITE COUNTY.CALIFORW.A 'AT THE REQUEST OF .Section 26-8.1 of the Butte County Code requires this acknowledgement be. recorded prior to issuance of •a building permit.�ARTt! SHMN 85-3V806 X85 P 18 PR 3: 27 The property described herein is adjacent to land or included within an area zoned.,for agricultural purposes, and residents of th ANON M.BCCP�ER property.may be-subject to inconveniences or discomfort arising fr pp�t CORDER FEE the-use' of agricultural chemicals, including, but not limited to h'iCri!es; pesticides, and fertilizers; and'from the pursuit of agricultural operations including, but not limited FT to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, Pass smoke, noise, and odor. Butte County has established agricultural zones which have a' a priority use forproductive"agricultural pur-poses, and residents within said zones and on _adjacent property should be prepared to 'acceptsuch inconvenience or disconform from normal, necessary farm operations. -' r All that real property-situate in-.the.County-of Butte,_State of California, descr_bed as follows: F Isk4►Nse%0. Skioc�iv�sloh"� ,,,�I�i�-�,. a�► wdt. ;ltd ih ►�e t�-�Fie� o'� .-}-�•� -�e e..rder e:-}-1�... Cmv.�� e�' ��.'�^e � 5'f',ra�t a'g _ CA �l 4�6r 6N1A ov. OC-4v btw �3i 19 6 r`i , ih Date: PR TY OWNERS:6&94k - State of •CAU RAO—) On this the day of A 19; before SS. me" the undersigned Notary Public, personally.appeared County of Personally known.. to me., E7 Proved'to me on the basis` of •s t sfactory evidence. =-CALIFORNINA SEAL_ o be the: pierson�}'whose name<.e.) bscribed to SON he' within instrument and `acknowledged that fD ALIFORNIA xecuted the same for the purposes therein contained. Ov WITNESS WHEREOF, I hereunto set my hand and official seal. OCT 24, 19II6 x Notary Public ; Present A.P. No. ... ..�-•: .r'•�'�`"s'p`.' .. X41'-` F,,�'^. r :t.r 4.-, x''.'�'96+� +.. "'k ,�'xhE• ... a..e.,.:.v,:w.....--,.�... r ... . 7-7a c9p em OdLi �i -61-7S/ 9 -61 -7S' pd ge?o �v ,odd �I7 0 6 ZONE 11 OWNER EAST - .66 POINTS PERMIT NO. -"' SOUTH - ASSIGNED ACTUAL 1. SLAB - INSULATION 11. HORIZONTAL SOUTH OVERHANG 2' 2. RAISED FLOOR - R-19 1.10) 1 0.65).1 0.41)1 13. INFILTRATION (Standard=0)(Tight=+12) i 0 I 0 I it 14. THERMAL MASS ! ,5;�_,!j Q SF Qnax-_ I Points I 3. CEILING - R-30 I 16. HEAT PUI(P (EER) 7.5-7.9%_ 4. WALL - R-19 DUAL PACK (SE, SEER) 8.0-8.3/71-76% _I_.q +1 I +2 1 +2 1 5. NORTH GLAZING ! ! 2.4-3.6% 7 I 3- 4 I 6. EAST GLAZING a�� 2.5-3.6%3 °10 7. SOUTH GLAZING ! �6 1.6-3.6% �t �- 8. WEST GLAZING ! Oo2 2.9-3.6% 3, j 0 9. SKYLIGHT 1.8- 8.7 I 0-1.3% - D 10. SHADING (Exclude Overhang)�- -1.7 I -12 i -10- 1 TOTAL POINTS =, -able 3-1. Slab Floor Points I Tncula- I R -Value of Insvlstion I I ttun I 1 I Depth, I I I-� inches i 0-2 i 3-4 i 5-6 i' 7+ 1 0-111-5 I-5 I -S I-5 1 I 12 - 15 1 -5 I -3 I -2 I -1 1 1 16 - 19 I -5 I -2 I -1 1 0 1 I 20 + I -5 i -1 1 0 1 +1 I 7/7/83 Table 3-3a. Ceiling Insulation I R -Value of Insulation I Points 19 EAST - .66 22 i -2 SOUTH - I 0 38 3-.46- WEST - �?• 14-.46- .SKYLIGHT - 16rp37-.57 .SKYLIGHT 49 11. HORIZONTAL SOUTH OVERHANG 2' Q 12. MOVABLE INSULATION - NONE 1.10) 1 0.65).1 0.41)1 13. INFILTRATION (Standard=0)(Tight=+12) i 0 I 0 I it 14. THERMAL MASS ! ,5;�_,!j Q SF Qnax-_ I Points I 15. GAS FURNACE (SE) 71-76% I 16. HEAT PUI(P (EER) 7.5-7.9%_ F" 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% 1 1.4- 2.4 I +1 I +2 1 +2 1 WOOD STOVE W,014-14 i -12 I &T S WATER HEATER Q I 3- 4 I ATTIC 1 3.7- 4.6 I -5 ( -2 i -1 I OTHER - -6 I TOTAL POINTS =, -able 3-1. Slab Floor Points I Tncula- I R -Value of Insvlstion I I ttun I 1 I Depth, I I I-� inches i 0-2 i 3-4 i 5-6 i' 7+ 1 0-111-5 I-5 I -S I-5 1 I 12 - 15 1 -5 I -3 I -2 I -1 1 1 16 - 19 I -5 I -2 I -1 1 0 1 I 20 + I -5 i -1 1 0 1 +1 I 7/7/83 Table 3-3a. Ceiling Insulation I R -Value of Insulation I Points 19 1 -4 22 i -2 30 I 0 38 I +2 49 I +4 Table 3-4a. Wall Insulation Points 1 R -Value of Insulation I Points I ! I I 11 I -7 ' 1 i 19 I 0 I I 24 1 +2 1 I 30 I +3 Table 3-5._ North -Facing Glazing Pts I I Glazing Type I I Total I I I Z of Sngl, Dbl, Trpl, I Floor l u- l u- I U- I Area 1 0.66 ! 0.42- 10.41 I 11.10 10.65 I down 1 O +4 +4 +4 I 0.1- 1.2 I +4 ! +4 ! +4 ! 1 1.3- 2.3 I +1 I +2 I +2 I 1 2.4- 3.6 i -2 I 0 1 +1 I I 3.7- 4.8 I -4 I -2 I -1 I I 4.9- 6.1 I -7 1 -4 I -3 I 1 6.2- 7.3 t -9 ! -6 I -5 I I 7.4- 8.2 i -12 I -8 1 -7 I ! 8.3- 9.7 I -14 I -10 I -8 I I 9.8-10.8 I -17 1 -12 I -10 I 110.9-12.0 I -19 1 -14 I -12 I 112.1-13.2 I -22 I -16 1 -13 I 113.3-14.5 1 -24 I -18 I 7 15 I 114.6-15.3 1 -27 I -20 I -17 I Table 3-6. East -Facing Glazing Pts. I I Glazing Type 1 Table 3-7. South-FacinR Glazin Pte T- 1 1 Glazing Type ! I Total I 1 I Z of I Sngl, I Dbl, I Trpl, I Floor I (U - 1 (u - 1 (U - I Area 11.10) 1 0.65) 1 0.41)1 I 1 oints I oints I ointsl o+s +3 +3 I up to 1.5 I +2 1 +2 1 +2 1 1 1.6- 3.6 I -1 1 0 I 0 1 I 3.7•- 5.2 I -4 i -2 I -2 I I 5.3- 6.5 t -6 I -4 I -3 I I 6.6- 7.7 I -9 I -6 I -5 I I 7.8- 8.9 i -11 I -8 1 -7 1 9.0-10.0 1 -13 I -10 .I -9 i 110.1-11.5 I -17 I =13 I -11 I 111.6-13.0 I -21 I =16 1 -14 I 113.1-14.5 I -25 ( -19 I -16 I 114.6-16.0 I -28 I -22' I -19 1 Table 3-8. _West -Facing Glazing Pts. 1 I ' Glazing Type I I Total I 1 1 Z of I Sngl, I Dbl, Tcpl, I Floor I (U I (U - I (u - I Area i 1.10) 1 0.65) 1 0.41)1 I Ioints I oint9 1 ointsl o +6 1 +6 1 +g 1 up to 1.3 I +5 I +6 I +6 i I 1.4- 2.2 i +3 I +4 I +5 I I 2.S- 2.8 I 0 1 +2 1 +3 I I 2.9- 3.6 I -3 I 0 1 +1 i I 3.7- 4.2 I -5 I -2 I 0 1 1 4.3- 5.0 I -8 I -4 1 -2 I I 5.1- 5.6 i -10 I -6 1 -4 I 5.7- 6.2 i -13 1 -8 i -6 1 I 6.3- 6.9 I -15 1 -10 1 -7 1 1 7.0- 7.6 I -18 I -12 1 -9 I I 7.7- 8.2 I -2J I -14 1 -11 I 1 8.3- 8.8 I -22 I -16 I -13 I 8.9- 9.5 I -25 1 -18 I -15 I 9.6-0.1 1 -27 I -20 I -16 ! 110.2-11.0 I -29 I -23 I -17 ! 111.1-11.8 1 -35 I -26 I -21 I 111.9-12.7 1 -38 1 -29 1 -24- 12 . 8-13.5 24'12.8-13.5 I -42 i -32 ! -27 1 113.6-14.3 I -46 1 -35 1 -29 1 14.4-15.2 i -50 i -33 i -32 Table 3-9. Skylight Points I Glazing Type I Total I I Z of Sngl, Dbl, Trp Floor I U- l u - I U- I Area 10.66- 10.42- 1 0.41 I 11.10 10.65 I down I I up to 1.3 I -1 1 0 1 0 1 1.4- 2.2 I -3 I -2 I -1 1 2.3- 2.8 i -6 I -4 I -3 1 2.9- 3.6 I -9 1 -6 I -5 I 3.7- 4.2 I -11 I -8 I -6 I 4.3- 5.0 1 -14 ! -10 1 -8 I 5.1- 5.6 I -16 I -12 I -10 I 5.7- 6.2 I -19 I -14 1 -12 1 6.3- 6.9 I -21 I -16 i -13 1 7.0- 7.6 I -24 I -18 I -15 1 7.7- 8.2 I -26 I -20 1 -17 1 8.3- 8.8 1 -28 I -22 1 -19 1 8.9- 9.5 1 -31 1 -24 1 -21 I 9.6-10.1 1 -33 1 -26 1 -22 I T.hia i -In_ eh..l,-_ 1 SC. by - `--i Total I I tation 4 1 44- Z of ! Sngl, I Dbl, I Trpl, Table 3-2. Raised Floor Points I Floor I (U - I (U - I (U - I T I Area 1 1.10) 1 0.65).1 0.41)1 1 R -Value ofI I ,I�IPolnts i 0 I 0 I it (points I ointsl I Insulation I Points I 1 a 1+ 7 ,"4 I I I 1 up to 1.3 I +3 I +4 1 +4 1 I to I to I' to i to I up 1 1.4- 2.4 I +1 I +2 1 +2 1 1 below 3 i -12 I 1 2.5- 3.6 I -2 ( 0 1 0 1 I 3- 4 I -8 I 1 3.7- 4.6 I -5 ( -2 i -1 I I 5- 7 I -6 I 1 4.7- 5.6 I -8 I -4 I -3 I I 8 - 12 I -4' ! 1 5.7- 6.7 I -10 I -6 1 -5 I 13 - 18 ( r2 I I 6•.8- 7.7 i -13 1 -8 1 -7 I I •19+ I 0 I I 1.8- 8.7 I -15 I -10 I -8 1 ( 1 I ( 8.8- 9.7 I -1.7 I -12 i -10- 1 ,to 1I 7 7 1 3.1 I 3.9 ( 5.2 0-.12 9.8-11.2 I -21 I .-1S I -13 1 1 0 1 0 1 0 1 0 1 0 1 11.3-12.7 1 -25 I -18 I -13 I I -1 I -3 1 -6 I -12 1 -, 1. 12.8-14.0 I -28 I -21 I -18 �.. i 14.1-15.3 P -32 I -24 1 -20 I Table 3-7. South-FacinR Glazin Pte T- 1 1 Glazing Type ! I Total I 1 I Z of I Sngl, I Dbl, I Trpl, I Floor I (U - 1 (u - 1 (U - I Area 11.10) 1 0.65) 1 0.41)1 I 1 oints I oints I ointsl o+s +3 +3 I up to 1.5 I +2 1 +2 1 +2 1 1 1.6- 3.6 I -1 1 0 I 0 1 I 3.7•- 5.2 I -4 i -2 I -2 I I 5.3- 6.5 t -6 I -4 I -3 I I 6.6- 7.7 I -9 I -6 I -5 I I 7.8- 8.9 i -11 I -8 1 -7 1 9.0-10.0 1 -13 I -10 .I -9 i 110.1-11.5 I -17 I =13 I -11 I 111.6-13.0 I -21 I =16 1 -14 I 113.1-14.5 I -25 ( -19 I -16 I 114.6-16.0 I -28 I -22' I -19 1 Table 3-8. _West -Facing Glazing Pts. 1 I ' Glazing Type I I Total I 1 1 Z of I Sngl, I Dbl, Tcpl, I Floor I (U I (U - I (u - I Area i 1.10) 1 0.65) 1 0.41)1 I Ioints I oint9 1 ointsl o +6 1 +6 1 +g 1 up to 1.3 I +5 I +6 I +6 i I 1.4- 2.2 i +3 I +4 I +5 I I 2.S- 2.8 I 0 1 +2 1 +3 I I 2.9- 3.6 I -3 I 0 1 +1 i I 3.7- 4.2 I -5 I -2 I 0 1 1 4.3- 5.0 I -8 I -4 1 -2 I I 5.1- 5.6 i -10 I -6 1 -4 I 5.7- 6.2 i -13 1 -8 i -6 1 I 6.3- 6.9 I -15 1 -10 1 -7 1 1 7.0- 7.6 I -18 I -12 1 -9 I I 7.7- 8.2 I -2J I -14 1 -11 I 1 8.3- 8.8 I -22 I -16 I -13 I 8.9- 9.5 I -25 1 -18 I -15 I 9.6-0.1 1 -27 I -20 I -16 ! 110.2-11.0 I -29 I -23 I -17 ! 111.1-11.8 1 -35 I -26 I -21 I 111.9-12.7 1 -38 1 -29 1 -24- 12 . 8-13.5 24'12.8-13.5 I -42 i -32 ! -27 1 113.6-14.3 I -46 1 -35 1 -29 1 14.4-15.2 i -50 i -33 i -32 Table 3-9. Skylight Points I Glazing Type I Total I I Z of Sngl, Dbl, Trp Floor I U- l u - I U- I Area 10.66- 10.42- 1 0.41 I 11.10 10.65 I down I I up to 1.3 I -1 1 0 1 0 1 1.4- 2.2 I -3 I -2 I -1 1 2.3- 2.8 i -6 I -4 I -3 1 2.9- 3.6 I -9 1 -6 I -5 I 3.7- 4.2 I -11 I -8 I -6 I 4.3- 5.0 1 -14 ! -10 1 -8 I 5.1- 5.6 I -16 I -12 I -10 I 5.7- 6.2 I -19 I -14 1 -12 1 6.3- 6.9 I -21 I -16 i -13 1 7.0- 7.6 I -24 I -18 I -15 1 7.7- 8.2 I -26 I -20 1 -17 1 8.3- 8.8 1 -28 I -22 1 -19 1 8.9- 9.5 1 -31 1 -24 1 -21 I 9.6-10.1 1 -33 1 -26 1 -22 I T.hia i -In_ eh..l,-_ 1 SC. by ) .. I Orten- 1 Z Floor Area tation 4 1 44- 17.6 17.6 - 23.5 I +6 I I East I I 3.2 T- I 1 0-3.1 I to 1 6.4 up I I 6.3 I I I I 1 0 -.19 I 0 ( +1 1 +2 I .20-.36 i 0 I 0 I it I .37-:66 I 0 i 0 ! 0 I .67-.82 I 0 ( 0 1 -1 .83 up i 0 i -1 i -2 I South 1 0 1 3.2 16.4 ! 8.0 19.6 I I to I to I' to i to I up 13.1 16.3 17.9 I1 9T�- I 0 -.18 1 0 1 +1 1 +2 I +2 1 +3 I .19-.42 1 0 1 0 1 0 1 0 1 .0 I .43-.66 1 0 1 -1 I -2 i T2 -3 I .67 up 1 .I 1 0 1 -2 I -4 I -4 I -6 West I .1 11.6 13.2 16.4 19.0 I to I to i to I to I up 11:5 13.1 16.3 17.9 i 0-.12 ! 0 I +1 I +3 1 +6 I +7 .13-.36 I 0 1 0 1 0 1 0 1 0 .37-.57 I 0 1 -1 I -3 I -6 1 -7 .58-.82 I -1 I -3 I .-6 I 12 l -IS .83 up I -2 I -4 I -8 1 jib I -_70 I I I I I Skylight 1 .1 I .8 11.6 13.2 1!4.0 I to I to I to I to I ,to 1I 7 7 1 3.1 I 3.9 ( 5.2 0-.12 1 0 1 +1 I +3 I +6 I +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .31-.57 I 0 1 -1 ( -3 - 1' -6 1 - .58-.82 I -1 I -3 1 -6 I -12 1 -, .83 up I -2 I -4 ! -8 1 -16 ! -20 Table 3-11. Horizontal South Overhand. Point! South Glazing Length Out I Area, Z of Floor I from Wall I 1 I ft r I i 0-6.3 i 6.4 up 1 w- V.3 1 -L 1 -4 10.6 - 1.0 I -2 I -3 11.1 - 1.9 1 -1 I -2 I 2.0 up I 0 I U Table 3-12. Movable Insulation Points Moveable Insulation -I Area. Z of Floor I Points 0 - 5.5 i 0 I 5.6 - 11.5 1 +2 I 11.6 - 17.5 4 1 44- 17.6 17.6 - 23.5 I +6 I >23.6+ I +8 1 Table 3-13. Infilttation Control 1 Feett-res Points I Control Features I Points I. Standard I 0 I I I ! I Z.9 air changes per hr I 1 I I I I Tight I +12 I 1 1 1 10.6 air changes per hr I' I I I I Table 3-15. Cas Furnace Vithout Refrigeration Caol_ne Points Table 3=1G. Heat Puco I Seasonal Efficiency I Points I I (SE), .t I I I 71 - 76 I 0 1 77 - 82 I +2 I I 83 - 88 1 +4 I I 89 - 94 I +6 i 1 95 up I I I +8 I I I +6 I I 9.4 - Table 3=1G. Heat Puco Points r I Gas Only I I 1 Energy Efficiency I Points I I Patio (EER) 1 I 1 •'7.5 - 7.9 I +3 ! I S.0 - 8.3 I +6 I I 9.4 - 3.7 I +9 I ! 8.8 - 9.1 I +12 ! I 9.2 - 9.6 ! +13 1 I 9.7 - 10.2 1 +18 ! ! 10,3 - 10.8 I +21 1 I 10.9 - 11.5 I +24 I I 11.6 - 12.3 1 +27 I 12.4 - I 13.2 1 +30 I I I Table 3-17. Cas Furnace With Refriveration Cooling Points Refrtgeraciaal Cas Furnace, I I Cooling I SE : I I 1- 77-183- s9- 95 I 1 761 821 881 941 up I I 8.0 - 8.3 1 01 +21 +41 +61 +8 1 1 8.4 - 8.7 1 +21 +41 +51 +91+10 1 1 8.3 - 9.2 1 +41 +61 +6I+101+12 1 I 9.3 - 9.7 1 +61 +81+101.121+1+ 1 I 9.8 - 10.3 I +31 +l a1+12I+151+16 1 110.4 - 10.9 1+l GI+12i+I.1+165+1s I 111.0 - 11.5 1+121+541+161+•131+20 1 I I ! I I I 7/7/83 TABLE 3-14 (ADAPTED) MASS DWELL AREA 1,000 1,500 SO. FT. A 8 C D I A 8 C ZONE 11 INTERIOR THERMAL MASS POINTS 2,000 2,500 I 3,000 3,SoO + 4,000 I ,SG -40 5,000 i 6 C 0 A B C 0 A B C D I A 8 C O. A 8 C D 1 A 6 t D A B [ c1 2 2 2 2 2 2 2 0 j 2 2 2 0 1 0 0 0 0 0 0 0 0 0 0 00' 0 0 0 0 0 0 0 C j o. 0 G D '.OG. 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 0+• 0 0 0 0 1 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 ? 2 01 2 2 2 0 200 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 1 2 2 2 2 Z . 2 0! 253 10 10 8 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 I, 2 2 2 2 2 2 2 300 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 2 2 2 22 7' 2. 2 2 2 350 14 14 12 8 10 1G 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 7I 2 2 2 2 400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6 - 6 4 2 4 4 4 2 4 4 4 2 I 4 4 2 2( 4 4 2 2 Sol 18 IS 16 10 12 12 10 6 10 10 8 6 A 8 6 4 6 6 6` 4 6 6 6 2 6 5 42 4 4 4 2 4 4 6 4 j 600 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 1 6 1 4 2 6 4 2 4 100 1 24 24 20 14 18 16 11 10 14 14 12 B 10 10 10 6 10 10 8 6 8 86 4 8 6. 6 4 A A 6 41 6 6 6 ;.1 1 i 270 26 24 22 16 70 16 16 10 14 14 12 8 12 10 10 6 10 10 8 6 10 R 8 4 f e 6 6 4 8 66 OI 6 6 G 4 1 X900 28 28 74 16 22 20 18 12 16 15 14 10 14 14 12 8 12 12 10 6 10 10 3 6 I 3 8 '8 4 8 8 6 41 B 8 6 r. i 1,000 30 30 25 18 ?2 20 20 14 18 16 16 10 14 14 12 8 12 12 10 6 12 10 10 - 6 1 0 10 8 6 8 8 C 4j 8 6 4 i 1,100 .12 32 28 2O I 24 24 22 14 20 20 18 10 16 16 14 8 14 14 12 8 12 12 10 6 IO 10 10 6 10 10 8 E1 !J e e 1,200 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 I14 14 12 8 1C 12 12 8 '12 12 10 E 1J 10 8 6i In in 8 6 i 1 I 1,700 74 14 32 22 28 26 24 16 22 22 20 12 IB 19 16 10 1S 14 14 8 14 12 12 8 12 12 10 6 112 10 10 LI 10 ln. P. G 1 1,400 34 34 32 24 28 28 26 18 24 24 20 10 20 20 18 12 18 16 14 10 14 14 12 8 14 14 li 8 1Z 12 1G t; 10 13 10 5 I 1,500 36 14 34 24 30 30 26 18 24 24 22 14 22 20 18 12 18 18 16 10 16 16 14 8 14 14 12 N G 112 12 10 I ;2 12 1,- 6 2,DOJ ( 34 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 �20 20 18 12 18 18 16 10 It 16 t: L 14 14 12 5 2,500 34 34 30 22 30 30 26 18 26 26 24 16 24 24 22. 14 22 22 19 :2 20 2G 18 !: 19 !; It :o J,C00 34 32 30 22 30 30 26 18 28 :6 24 16 124 24 22 14 22 22 20 .J .t li 3,500 I 32 32 30 20 30 30 26 ld �2d 28 24 16 26 Z4 22 111 +; 24 2J l4 4,090 32 72 30 20 I30 30 26 18 20 26 24 IE 25 `6 22 IF E' 4,509 32 32 28 2U t 30 3J 26 lj iE 22 lE _S`QO_�• - 1I32 t? :e 20 iJ 76 1= i - - --- - - - -- A) 1. 311' Concrete Slab: HC -8.93; R•.29; Factor -7.3 2. 3 3/4' Thick Common Brick: IIC=7.125; R•.13; Factor -7.3 8) 1. 5k• Concrete Slab: HC•14.106:F;;ctor•1.1 t) 1. 8• solid Filled Block: HC•2C.67; R-1.93; Factor•6.t wood stove 4/33 points -(no back up) 2. 8` solid Filled Block With Both Sides Exposed Ta Conditioned Air. casablanca fan + 1 point NOTE: Use all square footage directly exposed to conditioned air forThermal'Mass Area: IIC-10.164; R-.965; Factor -6.1 r D) 1' Thick Concrete/Tiles HC -2.55; R-.083; Facto r. 3.7 Table 3-19. tonally Controlled Electric Reslatanee Space Heating Points ' I Points or this measure will I Table 3-20. Solar Water Heatin" With Cas Sackuo Paints 1 be competed after the CEC 1 I has approved an Alternative I Component Package for Resistance I I Reat. Table 3-15, Active Solar Space Heating with Cas Points Net Solar Fraction I Points I I (ISF), z I 1 I I I I 0-6 I 0 I I 7 - 14 i +2 i I 15 - 23 I +4 I I 24 - 30 1 +6 I ( 31 - 39 I +8 I I 40 - 47 I : +10 1 I 48 - 55 1 +12 1 1 56 - 63 I +14 I I 64 - 71 1 +18 I 72 up I +20 I Kultifamll (per unitpoints) Points I ! I t I Gas Only I I I Beat Pump ! I Floor Area i I Solar with Electric I I I Net Solar Fraction (NSF), % ! per unit, i ments to Part 2 I 1 0 ! I Eleccrtc Resistance 1 I I i onif S -40 ! it 2. 0.9 10-19 20-29 30-39 40-49 50-59 60-69 70-79 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +-2 +4 +6 +8 +10 +12 +14 1,500-1,999 0 +1 +3 +4 +6 +7 +8 +10 2 f:00 and up 0. +1 +2 +4 +5 1 +6 +7 +9 All others (per build ng paints) _ 800-8.99 0 +5 +10 +14 +19 +24 +29 +34 900-999 0 +4 +S +13 +17 +1l +26 +30 1.000-•1,199 0 +4 +7 +It +15 +.19 +22 +26 1,206-1,499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1.999 0 +20-5 +7 +9 +12 +!4 +le 2,,100-2,7:9 0 +2 1 +3 +5 +7 +8- +i0 +I1 3,n(.-0 ar.d up 0 +I +3 +4 +5 +•7 +9 +10 1 1 Table 3-21. Other Water Heating Pts. T 1' I System Type I Points I ! I t I Gas Only I I I Beat Pump ! I 1 0 I i I Solar with Electric I I I 1 Resistance Backup 1 ! lieetitiL the Require- 1 i ments to Part 2 I 1 0 ! I Eleccrtc Resistance 1 I I i onif S -40 ! FORM �. RESIDENTIAL ENERGY PLAN.CHECK/INSPECTION SUMMARY Owner e--te gi -- ] wo Climate Zone it Permit No. Floor Area , ,Compliance path: Package ❑ A ❑ B ❑ C M`Point System ❑ Budget ❑ Other MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) ` INSULATION• Q. Roof/Ceiling � Wall ❑ Slab Floor Perimeter ❑ Raised Floor NA (2) INFILTRATION• ❑, (A) A vapor barrier is required in climate zones, 1, 14.& 16.. (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ❑ (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3)' GLAZING: (A) Location Area Glazing %Floor Area Single DoubleTriple Q' Total Bldg North East South -3, c ® West ,3. Skylights , (B) Shading Shading Coefficient Description East , _] South ti 'West Skylights (C) South Overhand. Length of projection ft. Description Q. (D) Moveable insulation: Area ft Description (E) Thermal mass II 0 Type d ao i Area La Ft.2 HC= Ra MC= Location ❑ Type - Area Ft. HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.7 HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location 7/83 • . -+ARIA 1 ❑ .. (4) MASONRY AND FACTORY -BUILT F. IREPLACES-shall be equipped- with tight fitting closeable metal or glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible,-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. '*1(5) HEATING, VENTILATING; AIR CONDITIONING SYSTEM (A):.Heat ing Central Gas Furnace (brand and model number) SE Btu/hr (heating capacity) ❑ Heat Pump. (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar :type (liquid .or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope Other *1 (B) Cooling (describe) 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) 13 Other (describe) N ❑ (C) A TWO-STAGE THERMOSTAT, which .controls the supplementary heat on 'its second stage, shall be required for heat pumps. Q (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. Q (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas=fired fan type wall furnaces and s gas cooking appliances. Q (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. Q (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 -- FORK 1 (6) DOMESTIC WATER SYSTEM ® .(g). 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), (rated y -intercept). (rated slope) (solar fraction) ft (backup heater type, brand.and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) ® :(B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (C) 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). *1 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 210, elevation < kaa;o ', heating load BTU elevation factor�j x heating load = maximum outlet capacity gas furnace cQBTU Cooling: Summer design temperature 10°, cooling load Akg�d,6MU (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 Californ' Administration Code. 7/83 SIGNATURE OF BUILDING DESIGNER OR APPLICANT 3 r 'vel D L 1Z iZ E. S (7 ►e ! L C, COMPLIANCE CHECKLIST FORM 2 For Low -Rise Residential Buildings (except hotels and motels) Step.l: Enter on the form the values For each measure from your building plan and specifications sheet. Step 2: Enter points on this page while working through the point system in Part 3. Building�Shell Measure Points *Total Floor Area . . . . . . . . . . . . . . . . . ft2 1. Slab -on -Ground Perimeter 2_&-7,-,f t; Depth 12 -IS in R- '1,S - 2. Raised -Floor R -Value . . . . . . . . . . . . . . . 3. Ceiling Insulation or Construction Assembly, R -Value . . . . . . . . . . . . . . R- ;30 +2 4. Wall Insulation or Construction Assembly, R -Value R -_-La_ Glazing Total X Floor, Area Sir.gle Double Triole 5. North -Facing 2 •B ti f t2_ p f t2 t2 G' 6. East -Facing, �� b f t2 I(o3.s f t2 f tz =� 7. South -Facing �,,3 ft2 -7 p, ft2 ft2 O 8. West -Facing 3 ftz 10 3 rtft2 - 9. Skylight . . . . . 7. ft ft2_ 10. Shading Coefficient (exclude overhang) a. East . . . . . . . . . . . . . . . ,�� SC J I- b. South . . . . . . . . . . . . . �7SC . . . . . . . c. West SC . . .. . . . . d. Skylight SC . . . . . . . 11. Horizontal South Overhang Length ft - 12. Movable Insulation, Z Floor Area r�:- -1 . • . • • • . 13. Infiltration (indicate Standard or Tight) C.-r4,,j 7/,"n r� 14. Thermal ?lass Exterior Wall Thermal ?lass Area, Heat Capacity, R -Value ft2, HC, R- Interior Thermal *lass Area, Heat Capacity, R -Value ft2, HC, R -jam; C� HVAC System** 15. Gas Furnace Without Refrigeration Cooling (Seasonal Efficiency) . . . . . . . . • . . • SL 16. Heat Pump (Energy Efficiency Ratio) . . . . . . . . — EEc - - 17. Gas Furnace With Refrigeration Cooling [Seasonal Efficiency (SE) Seasonal Energy, Efficiency Ratio (SEER)) . . . . . . . SE SEER _V 10 18. Active Solar (Net Solar Fraction, Z) . . . . . . . ;_ %NSF 19. Zonally Controlled Electric Resistance Space Heating . . . . . . . . (Yes/No) 1,.j0 Domestic Water Heating** 20. Solar With Gas Backup (vet Solar Fraction, z) ZNSF 21. Other Water Heating (Describe type) Point System Compliance_Total (must be'greater than or equal to 0) �7 -77_1e_cT7Tsc i terns; not a'point system measure. **A,tach documentation for efficiencies and NEF. C-141 -C:1-13 (0. 2- ( �S x GLAZING PLAN TAKEOFF SHEET 3-5 N_orth_Glazing QUANTITY SIZE AREA (SQ.FT.) (d) I x 2 =23 Total North Glazing = 340 (SQ.FT.)I (a+b+c+d+e) TOTAL 3-6 East Glazing NORTH TOTAL BLDG GLAZING FLOOR AREA AREA (SQ.FT.`t SQ.FT. SQ.FT. CONVERSION TOTAL FACTOR NORTH GLAZING 100 = 2'a % 3-7 South Glazing QUANTITY SIZE ARES (SQ.FT.) (a) I x 5°�y = to (b) _I x (c)� x °20 �Ca — (d) 1 x ° (e) �_ x 6n°608 = _q C; Total South Glazing = '(\S0 i; . ) (a+b+c+d+e) . x,10 TOTAL SOUTH TOTAL BLDG CONVERSION' 70TAI % GLAZING FLOOR AREA FACTOR SOUTH GLAZING x 100 SQ'. FT. SQ.FT. 3-9 Skylights QUANTITY SIZE (a) x 2` n (b) x' (c) x Total Skylights (a+b+c) AREA (SQ.FT.) _ i J -o_ (SQ.FT.) \p/pL. K- I'ZE S t Dt NGE Few PA 1 TOTAL 3-6 East Glazing EAST TOTAL BLDG CONVERSION TOTAL I j GLAZING FLOOR AREA FACTOR QUANTITY SIZE AREA (SQ.FT.`t SQ.FT. SQ.FT. t 3-8 West Glazing (b) 1 x Z (a) x (c) Z x 7, (c) x (d) I x 4.-&4 m • To al West Glazing = ` l'l� • �jt(a+b+c+d+e) f, (SQ.FT., 01 G TOTAL : WEST TOTAL BLDG CONVERS10N TOTAL 70 Total East Glazing = �; ! {.' (SQ.FT.i 3• opo (a+b+c+d+e ) TOTAL EAST TOTAL BLDG CONVERSION TOTAL I j GLAZING FLOOR AREA FACTOR EAST GI.AZIN( lo3.S ; 30(03 x 100 S 3 SQ.FT. SQ.FT. t 3-8 West Glazing QUANTITY SIZE AREA (SQtFT. (a) x (b) 2/ x *4 1 I (c) x wx (e > � x _? Y • To al West Glazing = ` l'l� • �jt(a+b+c+d+e) f, (SQ.FT., TOTAL : WEST TOTAL BLDG CONVERS10N TOTAL 70 G1jA jNG FLOOR AREA FACTOR WEST GLAZING x 100 3• opo SQ.FT. SQ.FT. TOTAL SKYLTGHT TOTAL BLDG CONVERSION TOTAL % GIA71NC FLOOR AREA FACTOR SKYLIGHT GLAZING = ° � (a 3x 100 � SQ.FT. n6: NER PERMIT NO. .1 o CT(-ka-i w(, 7/83 ...✓' -^r C. j l..� i'' I- _►n1�.N'�' % % f BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP052588 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/26/2005 APN: 011-430-005-000 the Business and Professions Code, and my license is in full force and effect. n Class ( License Number: �3�lZdr� Site.Address: 1481 RIM ROCK DR CHI License :_3 Q'U.or Contractor:l�lJfJ�Q d'4"'° Map Index: Date: Description: RE -ROOF 37 SQ.'S COMP OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: WOLK, PETER J. permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 1481 RIM ROCK signed statement that he or she is licensed pursuant to the provisions of CHICO CA the Contractor's State License Law (Chapter 9 commencing with Section 95928 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any (894-5757 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: ALLEN SABO Code: The Contractors' State License Law does not apply to an (SABO ROOFING) owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 1496 KIRK RD provided that such improvements are not intended or offered for GRIDLEY CA 95948 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of (530) 370-0178 proving that he or she did not build or improve for the purpose of LIC# 834287 C-39 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: ALLEN SABO (SABO ROOFING) not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1496 KIRK RD GRIDLEY CA ❑ 1 am Exempt under Article 3 of the Business and Professions Code 95948 Date: Owner: (530)370-0178 LIC.# 834287 C-39 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: ❑ 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. Architect: ❑ 1 have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: Valuation: $0.00 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. 9 �,�,,2��L//��- G r Date: i�lQ Applicant: LCXJL, - aQX/G WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. '7 ash �, 2 G6 CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resol tions o do work indicate b e for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: Date: (T Address: PERMIT EXPIRES ON: L? -1-2 & 7/0 (/1 (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, h dling and use of hazardous materials. Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and slate laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. ///� �, 4 D. Print Name:: 111 � J Q.V0 Signature: C�C.YJL.y 16, A- —26,Qr Date: ❑ Ownerk�ontractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 �VTf �. BUTTE COUNTY o " o DEPARTMENT OF DEVELOPMENT SERVICES O o BUILDING PERMIT APPLICATION o o AND SUBMITTAL REQUIREMENTS 24 HOUR 1NSPECTION1t: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 oO .=_�-•s o OFFICE 9: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION 004 Website: www.buttecounty.net/dds "'PLEASE PRINT CLEARLY~* CONTRACTOR OWNER INFORMATION Last Name; 1 City I.Q I C First me I Address nel ,m City I13 E mDcpsa ko rASP-CZA StateC,� Zip9�2S Phone5-2-5-7 2S7 Fax E-mail State License Number CONTRACTOR Name n))G Pr(3o (�QD oa h Addressl 6 City I.Q I C Stat". Zip Phone 6 _ a Fax I13 E mDcpsa ko rASP-CZA Lic a yZ 7 Class i APPLICANT SIGNATURE X -joab-S For office use only: ARCHITECT/ENGINEER Name Name Address SRA City Addres Slate Zip Phone Cit �l 1ct Fax E-mail Stat po. State License Number APPLICANT SIGNATURE X -joab-S For office use only: Zoning APPLICANT INFORMATION Name Cross Stree SRA Yes Addres cfg6 Type Const. , Cit �l 1ct Page Lot # Stat po. Zi Phon 7G -'6) Fax E-mail APPLICANT SIGNATURE X -joab-S For office use only: Zoning PropertyA r ss Pf1 o Flood Zone Cross Stree SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERM[T NO. BP BIN # PROJECT LOCATION AP# f-7�� -� "6c)' PropertyA r ss Pf1 o City f /�cCb Cross Stree WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of wc�ker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description orscope of Work: Sq FT- Living S Garage Open Cov ❑ Structure Built wit out Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by- Amount: Ndg 12&O 05 2 20. co -otal I I SRA (� s� Receipt #: am � ` c:heriff 0/4 SMIP r)thar 12&O 05 2 20. co -otal I I SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature ori plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured home's: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All ofthese must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION UFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 Name WOLK PETER J Asmt #�'�''' I Fee # 017-290-005-0003 "Status ACTIV) E Status Date Addr1 2816 0A•K 1�JY �J - - ' Tax 0003 NORMAL OWhJERSHIP TT 1�TRA 062-015 j� 'Addr2 CHICO_CA95973 ;.= ---= _._ Situs 1481, RIM ROCK DR CHI_CO Addr3yBase Dt.,� Q Addr4 i _LL an _ 97,432 r j Timber Preserve,Structul' ' 538,285 ;1 AgPres , . Comments RPmap from 011 430 00_5 OfjO Etal Fixtures ^0 _ _._ _ __P1 - _ _ _ .114- Growing • �0 Creating Doc# 198483013508 Date .,Total L&I,v 635,717 , �" Bonds - - - Current Doc# 200480061353 Date 1006/2004 -:.. 4,.. � ` Fix'RF �0 ---"�,J Multi Situs Killing Doc# . , Date Fla 1. MH PP _ _~ 0 - - g „• ' Asmt-Desc 1481 RIM ROCK DRIVE SuplCnt� FIag2= € PP _ 0 {Zoning R, 1 ' Dwell �l�--� 910 MH k' Exempt °, g-- I— ` ! ' Asmt PP Pen Net r 628,71 r7, AcreslSq Ft 1 31��NIC 011. - ' F,{Tex PP Pen , r01 Appeal Pending .T1R Dt �y , LCSplit Pending R/C Stat !, v PHY� OWN EXP.;" TAX'' HON" A T. +, ;SIT-„'M APR PCL .` f 4: '►' t►t . ; ; ` F • ; . Find -I 2005 mdemmers, 0111312005 8;26,52 AM s E Rc.. LA) PERMIT NO. ' • °• PERMIT EXPIRES ' PETER VOLK OWNER 7 CONTR. Care—Free 'Pools ASSESSOR PARCEL 11-43-05 LOCATION 1481 Rim Rock Dr, Chico 4►1+A jr V gra y F Y, Temp. Power Pole Called PG&E 'Temp. Elec. Service -41 .r Called PG&E Temp. Gas Service ' Called PG&E JOB FINALED (Date) J Signature ' r r =01K s, 0 = Not OK = Not Ready dyMOBILE 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/oi 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: / P1 ft. / /"Nat. or/. /"L"ft./ P'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 -B1 Date Card -131 Date 10. Roof; Shthg-Roofing Card -B1 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -61 Date 2. Footings; Size -Spacing -Marriage Line Card -61 Date Card -81 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOL Plans OK ex '#'s 5. Drain; MH Test -Fall -Flex Connector -I et cks aen 6. Water; MH Test -Regulator -Connector - .y n-Str a Std ' ity 7. Water and Sewer Connected -C/O to Grade -HD Approval �iZ� 1 ool cture; onnections-Thio* e'9 -s- D g 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch / lec.; Recept nd Lig , Distances - 10. Cert. of Occupancy c ec. hting; - { ec.; nclosures; Conduit Entries -Terminals -Listed I c Bonding; Metal w/5' -Circulating Equip. -Heater cJi/c/ 1—;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. oxes-Enclosures-Panelboards-I ain in Conduit Card -131 Date Card -81 Date Card -81 Date Card -61 Date pro 1 umb.; Cir. Test -Water Supply Test 7— ;M • 3 14)A *A/ i__ ,o A ALI Card -131 Card-B -Dat6g/-, /-Card-B D to y Date Card - 5. V uv I/IkpIA � AA rN" = OK 0 = NotOK RESIDENTIAL,(Single and Duplex) - =Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s . ' 1. Zoning requirements -Setbacks -Easements 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Del 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Dep 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance- Material-Supprt-Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -131 Date Card -B1 Date Card -B1 Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air 17. Water Pipe; Test & Anchors -Nail Protection 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -B1 Date Card -131 Date Card -B1 Date Card -B1 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 27. 2 Appliance Circuits in Kitchen & Conductor Size 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light Card -131 Date Card -131 Date Card -131 Date Card -B1 Date Date _ MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnace in Attic Card -61 Date Card -B1 Date Card -B1 Date Card -131 Date Date FRAMING (Plans) OK except #'s 38. Sills, Proper Material & Anchors 39. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 40. Bearing Walls over Girders & Floor Nailing 41. Draft Stop in Walls (rat proof) 42. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 43. Header & Beam -Size & Bearing a Date FRAMING (Continued) ` 44. Hangers -Post Caps -Anchors -Connectors 45. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 46. Fireplace Ties or Type A Flue -Fireplace Throat 47. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 48. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 49. Garage Fire Protection Framing 50. Property Line Firewall & Openings 51. Ext. Doors -One T -Check Garage -3rd story, 2 exits 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 53. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 54. Siding -Nailing Veneer 55. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 56. Glazing Area -Glass Protection -Skylights -Plastic 57. Shear Walls; Nailing -Bolts 58. Insulation-Walls-Clg. 59. Infiltration-Walls-Wndws Card -B1 Date Card -B1 Date Card -131 Date Card -B1 Date Date FINAL (Plans) OK except #'s 60. Ext. Steps -Door & Sidelight Protection -Landings 61. Smoke Detector 62. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 63. Bedroom Exiting 64. G.F.I. & Bath Fixtures & Tub Access -Spa 65. Elec. Trim & Subpanel; Breaker Sizes -Labels 66. Stairs & Rails 67. Fireplace or Stove; Clearances -Hearth 68. Elec. Outlets at Wood Panel; Int. & Ext. 69. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 70. Elec. Outlets & Receptacles at Kit. Counter 71. Garage Fire Door; Swing -Landing -Closer 72. A.C. Duct in Garage -Damper 73. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 74. Plb., Elec. & Mech. Equip. Listed for Location 75. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 76. Insulation -Foam -Looked in Attic ❑ Yes 77. Guard Rails & Deck Construction -Post Caps 78. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 79. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 80. Stucco; Brown -Finish 81. A.C. Unit; Disconnect, Electrical, Plumbing 82. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. 83. Water Well; Disconnect, Electrical, Plumbing 84. Exterior Elec. Trim; G.F.I. Receptacle -Underground 85. Ventilation throughout House 86. Glass Protection 87. Corrections from Previous Inpections 88. Gas Test -Meters Tagged; Gas -Electric 89. Water & Sewer Connected -C/O to Grade -HD Approval 90. Energy Compliance Certificate -Other Certificates Card -81 Date Card -131 Date Card -B1 Date Card -B1 Date Card -131 Date Card -B1 Date Comments at Final: (NOTE: An entry must be made each time you visit job site) �.-.�-- -•--.--...., vrr.+--p „�-,p,�^w-•sr...--•..r---•. r•-�.0 >".-..ayd--.n -+,,. - ._.ti.--«.^....ems.-+-.r Rw. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico'— Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE JNER PERMIT N A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when Corr, ction of work is completed. If you have any question pertaining to this matter, r need addition/al explanation, please contact this office immediately. 0 �0 i• BIZ, T c222�.� 7- z / '. Inspector i r ' � Date c P �= C COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ' 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE -a W V Ln 2-7/0-s? PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need tional explanation, please contact this office immediately. Z4-1 k Inspector Date 0 C" Lldld S S " ',!�+ COUNTY OF BUTTE ` 1lEPARTMENT OF PUBLIC WORKS . 196 Memorial Way, Chico — Phone: 891-2751 `f 7 County Center Drive, Orovi Ile — Phone: 538-7541 s °: 747 Elliott Road, Paradise— Phone: 872=6307 => CORRECTION NOTICE �? x y OWNER PERMIT NO.. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this,office .'.5 when cor ection of work is completed. if you have any question pertaining to this ti matter,r, need additional explanation, please contact this office immediately. 0 C" Lldld S S " ass�� �- j '{ Inspector. Date i .'.5 ass�� �- j '{ Inspector. Date i i COUNTY OF BUTTE ; DEPARTMENT OF PUBLIC WORKS ; 196. Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — .Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872=6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please ngtify this office when corr ction of work is completed. If you have any question pertaining to this matter, �or need additional explanation, please contact this office immediately. LML •,J 4., Inspector COUNTY OF BUTTE tDEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 ,a 7 County Center Drive, Oroville — Poone: 538-7541 747 Elliott Road,. Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, pf!need additional explanation, please contact this office immediately. C ��/.n '/ it f A/��4PGcJ Oki 41- f zV Inspector Date OWNE COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville —Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872`-6307 CORRECTION NOTICE 0 RMIT NO. A routine inspection indicates that the following violations of County Ordinance ? exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. IJ I7 Inspector Date -.2 • ! w Inspector Date -.2 Inspector Date Gran Mutual Water Co. P.O. Box 1477 Chico, California 95926 (916) 343-8765 July 13, 1990. County of Butte, Dep't of Public Works, #7 County Drive, Oroville, CA 95965. Gentlemen: The existing water line crossing the Peter Wolk property at #1481 Rimrock Drive (AP #11-43-005, lot #13, Skansen Subdivision)-has been relocated with-our approval. Since ely Syl Lucena. Pres. SL/rc COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PAR UM ER I _ "9 ZONING BUILDING PERMIT OWNER j 41P_° SQ. FT. OCC. BUILDING VAL MON OWNER'S MAI LIi G A� C� E ^ CONTRACTOR'SNA 10. Y TELEPHONE CONTRACTOR'S M LING DR Fireplace IO CONSTR CTN LENDER " UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAI LIN - AnpRE,S Permit Fee PAIL 3 o .Z ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS — Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE �% ) " /� 011 SF Duplex❑ Mobilehome❑ Other_ zZAA SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S FG 1w 1 10.00 ea TYPE OF WORK New ❑ Addition Remodel❑ Utilities ❑ Installation❑ Othert::�� Describe work: 20^ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 j Main service 100 AMP OROOV OR LESS10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW ' I declare nder penalty of perjury (Check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professi s Code n/d� my license is in f II force and effect. t �� S 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.e OR ADDNS. ACC. BLOGS.21/2 0sgft NEW CONSTR TI -OUTLET NON-RESID BRANCH CIRCUITS 2.50 ea POWER APPARATUS .&) SINGLE OUTLET CIR. EX. OCCUp�OUTLETS OR FIXTURES 20@50t BALs Ex. Occup. OUTLETS FIXED P(RESID )REA.1 2.00, Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 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. 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 q..alifornia. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee = Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save,, i ndemnify and keep harmless the County of Butte against all liabilities, judg ' , costs, and expenses which may in any way accrue aga' id,Count in c nse ce of the granting of this permit. X (F-145 Date �S.—RG� Signature of Applicant — Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ �0 -2r7 OCCUP. CONST.TYPC SCHOOL FLOOD PARCEL Po 1 -1 SSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF LIC BY 144440VData PERMIT EXPIRES, Date the applicatle provi- resolutions to do have been paid. WORKS X'// %�5 �09 v Receipt No. 1` WHITE-D.P.W.. YELLOW-ASSE»O , PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE , DEPARTMENT OF PUBLIC WORKS P RMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION k&&- PERMIT ASSESSOR PARCEL .3BERR � 1Z rG - BUILDING PERMIT - OWN R' �j SO. FT. OCC. BUILDING VALUATION OWiNER'SPAILING ADDRESS CONTRACTOR'S NAE I TELEPHO E CON ACTO 'S MAILING ADDRESS ' •. Fireplace - CONSTRUCS O,� N l-E_ND/ER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee S ARCHITECT OR EN (NEER - LICENSE NO. Plan Checking Fee ,b' Energy Plan Checking Fee $ ARCHI ECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee' PLUMBING PERMIT Filing Fee 10.00 p Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping h� 5.00 Each qas water heater or vent 5.00 V USE OF STRUCTttQE SF ❑ Duplex❑ Mobilehome❑ Other _ I� SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile HomeS G W 0.00 ea . TYPE OF WORK New)( Addition❑ Remodel❑ Utilities❑ Installation❑ Other❑ Describe work: Permit Fee $ av Contractor ELECTRICAL PERMIT Filing Fee 10.00' 1 Main service 100 AMP ORSLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare der penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profess' Code and my license is in full force and effect. }� ? License No. �" Classification e �� ❑ 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 oR ADDNST CONST GSCCUP.N) +/zQsgft NEW CONSTR. U TI.OUTLET NON.RESID BRANCH CIRC TS 2.50 ea /POWER APPARATUS e OUTLET CIR. _(SINGLE 20050t t EX. OCCUp�OUTLET3 OR FIXTURES eAL030 FIXED APLNS. EX. OCCUp. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 , Mobile Home Facilities 15.00, Misc. Wiring 15.00 Permit Fee $ , B� Contractor _ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): EI Pe permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor 1 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. 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 agailM said Couaty in consequence of the granting of this permit. 7This %�--a. D to 3 v Signature of Applicant — Owner ElContractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ _ Energy Inspection Fee $ TOTAL PERMIT FEE $ 7d Oc Cu P. CONST.TYPE JSCIIOOLJ FLOOD PARCEL I PD No ISSUE permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT F PUBLIC BY , I P T EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date ��� " 7 Receipt No. "7,-Z7'y WNITE-O.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT Wd Z c r� 1-, c' o 0 TA 1� t IOwC i+^r .1'O r W•jf + yMjr i y ;;.04.'Nw�� y ova ^ 3 I ^ u� n j w -F• C Y �. e. .O 1 = Y C M n ..M 1 A A M ■ N i r (T A O O A. 10 C . CL A0 w C 1 N O O A r y. 1 G s " S N I y r = T n _ r o n Is �. 4 • N v _ N w v r� N Y M N = .O ... O p 00 38 ft ^ v r J 1 1 1 2Ic r w ^ Cv ^ ^ n N NIc w N N w N N T 'A N y y w yC N 0• Qt OI 01 tY OF w Ol } Y � t ;ITt . r W ,� {�•.i.l ,� COUNTY OF BUTTE -'DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION T' 7 COUNTY CENTER DRIVE- OROVILLE, CALAO NIA 95965 -TELEPHONE: 916/538-7541 j PERMIT APPLICATION DATA SHEET • CSL/ Permit No. OWNER A. P. No. �//– lL3 –OCA–S Proposed Building Use ��–e .Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processi-ig and/or issuance: DATE RECEIVED APPRCVED 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 with Energy Design Compliance Statement. . . . . . 6. , School District "Fees Paid'' Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. S 8. Fees of $ . . . . . . . . 9. Letter of signature authorization. 10. Sanitation approval from /�� Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12, Certificate of Workmen's Compensation Insurance. 13. Contractor's License Information (no., name style, classif,) –14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) _.—...._15. Improvements may be required. . , . . , , . , , , 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to 17. Pre -Inspection for__-.....__ _ . _ _._...__ _ Required, Building Inspector (Date.) 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. _20. Plot plan approval from city of _ 22. When, you issue the permit, process as follows: Mail to owner-, +ail to contractor. Telephone and hold for pickup at office, 'Deliver w/inspector. Other /7.�� A / 10 ��a& Applicant�iI07� Date_% Copy of plans sent ' Health Dept., Fire Dept., Other Date The following data must be submitted prior 1. Index permit for above items No. 2. Additional items required: t issuance: (Circle new item not checked above). ontra esign owner, was advised of above required data byAetjhone—_rnail_counter by_vdate Contractor, designer, owner, was advised c? above required data by—phone —ma il—counter by date Plans checked by TbmDate Plans approved by Date'' Sets of plans on hold in File cabinet AP folder Copy—DPW it 1 TO Building Department _ FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location .� AP# Plan Approved for:. Sewage Disposal,. Water Supply" Hold final for: Water Supply Final clearance O.K. for: Water Supply Clearance for _ bedroom mobile home. Other 540Ik-4V-'t1Q (>&V �- 1 ,NOTE *** Sanitarian 4 Date ._1 TO: Building Department p " FROM: Encroachment Permit Section RE: Driveway Clearance Peder k olk 9 O, /Laox IU y3 - Os owner location AP # Driveway permit e,p,� sign ure M has been issued for the above property. A date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 l APPLICATION AND PERMIT ASSESSOR PARCELNUMBER `' 3 — O`er`jyPH BUILDING PERMIT ` OWN R �Jy/� � . SO. FT. OCC. BUILDING VALUATICN - O ! C OWNER'S AILING ADDRESS ^ ., CONTRACTOR'S NAME TELEPH0 E CON ACTO 'S MAILING ADDRESS Fireplace CONSTRUCT O�ER UNKN WN Total Valuation $ �GL Filing Fee $ 10. LENDER'S MAILING ADDRESS Permit Fee a) $ ARCHITECT OR EN INEER LICENSE No. Plan Checking Fee L $� .�o �� Energy Plan Checking Fee $ —4RCH I EC OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 1 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 ttv Each qas water heater or vent 5.00 "J Gas piping system 1 - 5 outlets 5.00 c t> SE OF STRUCT E 5.00 SF ❑ Du ex obileh ❑ OtherSPECIFY Building sewer Mobile Home S I G W 10.00ea E OF WORK te"11 New Addition Utilities❑ Installation❑ Other ❑ Permit Fee $ t� Contractor Describe work: ELECTRICAL PERMIT Filing Fee 10.00 Main service eoOV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW NEW CONST. / DWELLING OCCUPAW OR AD DNS. l ACC. BLDGS. / 1/zdsgft I declare der penalty of perjury (check one): NEw CONSTR ULTI.OUTLET NON•RES ID BRANCH IRC ITS 2,50 ea I am licensed under provisions of Chapt. 9, Div. 3 O} the BUSIne$S POWER APPARATUS e� ( SINGLE OUTLET CIR. and Professi Code and my license is in full force and effect. 3 ' Ex. Occup(OUTLETS OR FIXTURES 2oesoe eAL030 —r License No. C0 Classification LNS. OR FIXED APP(RESID.1 EA.) Occup. OUTLETS 2.00 I, as the owner, or my employees with wages as their sole compen- F-1 1. 10.00 sation, will do the work,and the structure Is not intended or offered Temporary service for sale. (Sec. 7044) Mobile Home Facilities 15.00 ❑ I, as the owner, am exclusively contracting with licensed contract- Misc. Wiring 15.00 ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code Permit Fee $ for this reason Contractor WORKMEN'S COMPENSATION INSURANCE MECHANICAL PERMIT Filing Fee 10.00 I declare under penalty of perjury (check one): R The permit is for $100.00 (valuation) or less. Heating I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Cooling of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject Hood 3.00 to the W. C. laws of California. Ventilation Notice to Applicant: If after making this statement, should you become subject Permit Fee $ to the W. C. provisions of the Labor Code, you must forthwith comply with such Contractor provisions or this permit shall be deemed revoked. Mobile Home Installation Fee $ 1 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 Energy Inspection Fee TOTAL PERMIT FEE $ to building construction, and hereby authorize representatives of the Countyot� Butte to enter upon the above-mentioned property for inspection purposes. occu P. CONST.TI P[ SCNaoL PLoaa PARCEL PD ,0 15SUE 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 agaitT said C- Rey In consequence of the granting of this permit. i�� o� ) ;t /1 3� 1 This permit is hereby issued under the applica-01e provi- to do X [�,(�(4 j�i_.1 Date sions of the Butte County Code and/or resolutions �J Owner ❑ Contractor �Agont ❑ work indicated above for which fees have been paid. Signature of Applicant — DIRECTOR OF PUBLIC WORKS An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ITII ion of structures over in height.It y�i9rf}w� Date .7 � Receipt No. PERMIT EXPIRES Date _-- WNIT[-D.r.W..•CLLOW-ASeL51011, i1NK-IN 111CTOR. OOLDCNROD-AP►LI CAN T ____ 561AIA4 / 0-W4r 4kor--C ze .& S e X74 ,90 weGS �20 G.F. � Gf� mss' l�p� � • IOWIVX s J �ooL 1S LJ/7 E Mix Q 7 645e- 4-(0" C 0/4 a 13 J i 7�i s �. 5 jlp-4'. 's 0, Flr ?C42.y)or y37wi (7)(L-137 l 5 30 _0 153 _ �Ice 11-41 S Jd .200*0 x.9 X (P _ P's � A5 0 C T 161987 PROJECT: C,41p�Fr� S_ DRAWN: G ASSOCIATES 'cHECKEO: BACiHI�A'AN; & 3012 Esplanade Chico, Ca. (916) 342-4136 • is � Exp. C-1 C 1 6.30.89 2 No.16803 DATE NO. x: % JOB NO. 87—C� 85 OF 1, , 0u s� PERMIT NO. 1019-89B , P , E, d PERMIT EXPIRES OWNER PETER WOLK CONTR. Robin Trenda ASSESSOR PARCEL . 11-43-05 ~` LOCATION 1481 River Rock Rd, Chico t i, r} i �s • Temp. Power Pole ' Called PG&E Temp, Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature Card -B1 Date Card -B1 Date I Card -B1 Date Card -B1 Date 1 a I = OK" 0 = Not OK ' MOBILE HOMES � MISCELLANEOUS = Not Readyable _ Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DEC ,COV RS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements o Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Gi rs and/or J -Decking-Bracing-Stairs-Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete Shthg.-Rfg.-Bracing 6. Gas; Location -Test -Wrap: / /"L"ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frasq-c'iills-Anchors-Stude-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -B1 Date 10. Roof; Shthg-Roofing j Card -Bt Date Card -B1 Date ; 11. Ext.; S - oors-La % Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1 v� " 1. Zoning Requirements -Setbacks -Easements Card -B1 S-' 4 ate Card-B1Date 116- 2. Footings; Size -Spacing -Marriage Line ) Card -B1 3/ Date .5 Card -B1 Date 3. Gas; MH Test-Demand-Valve-Cortnector 4. Electricity; MH Test -Crossovers -Breakers -Clearances i 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 - 8. Gas and Electricity Tagged Dead Men -Lining 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 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 Card -B1 1 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Date Card -B1 Date Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card -B1 Date Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date I Card -B1 Date Card -B1 Date 1 a I O Kt OKr - = Not Applicable RESIDENTIAL (Sin§1e and Duplex) = Not Ready !� Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks; -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Ring. 3. Ftg., Garage; Soils -Steel-/ P' Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 50. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 51. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 52. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Siding -Nailing Veneer 12. Electric; Underground 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 57. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. Shear Walls; Nailing -Bolts 15. Insulation 59. Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -81 Date Card -131 Date Card -131 Date Card -131 Date Card -131 Date Card -131 Date Card -131 Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchors -Nail Protection 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -131 Date Card -81 Date Card -131 Date Card -81 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fasten@rs-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 28. Subfeed Wire Size L / ga. Cu or-Al-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or AI. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Liqht-Shower Liqht-Spa Liqht Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -131 Date Card -131 Date Card -131 Date Card -81 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation throughout House 87. Glass Protection 88. Corrections from Previous Inpections 89. Gas Test -Meters Tagged; Gas -Electric 9b.Water & Sewer Connected -C/O to Grade -HD Approval 9i. Energy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -81 Date Card -131 Date Card -B1 Date Card -131 Date Card -Bt Date Card -131 Date Comments at Final: i.+,tt+-^.�n.s's�"'�ii��"K'>-.-.,...-.�-•w-- r :y+C.ei;�,ysq,o=Kta�^•a-�,F-X43-+-ter+*. +ss COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS s, 196 Memorial Way, Chico — Phone: 891-2751 W 7 County Center Drive, Oroville — Phone: 538-7541 A 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE =a Wn OWNER PERMIT NO. A routine inspection indicates that the following violations of 'County Ordinance - exist at the above address and should be corrected. Please notify this office A when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. v T v v VC�i /`� n 1— 4t Inspector. SSro l Date h Y . r `T �f 4t Inspector. SSro l Date COUNTY.OF BUTTE - DEP-AIR.�1MENT OF PUBLIC WORKS PERMIT 7 County Center Drive - Oroviiie;-Cal'ifcFnia 95965 -Telephone: 916/538-7541 /( Y APPLICATION AND PERMIT l/ ���CCCJJJ ASSESSOR PARCEL NUMBER ZON G BUILDING PERMIT OWNER TEL P ONE SQ. -FT. OCC. BUILDING VALUATION i7 v -/ G L/ OWNER'S MAILING ADORE^ L CCIO ''? 1 U CONTR OR' NAME,n % \^ TELEPHONE ^ CONTRACT R'S MAIL NG ADDRESS �t� S j C CA ( q ,5h1 R, Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR IN Eft, .lin �a LICENSE NO. /61 y D Plan Checking Fee $ 41,9-25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILIN ADDRESS O C Penalty $ 3 C� • �S BUILDING ADDRES G Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00- .00-Solar Solaror heat pump water heater 20.00 LOT NO. 3 SUBDI`t,51ON NAME e-4tvr.c01ti PARCEL MAP Water piping •/ 5.00 5 Q� Each qas water heater or vent 5.00 USE OF STRUCTURE _)I / SF� Duplex ❑ Mobilehome❑ Ot e de-C_k SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 - &1�0 Mobile Home S I G I W 0.00ea TYPE OF WORK NewAddition Remodel❑ Utilities ❑ Installation❑ Other ❑ Describe work: ,aPG K Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): 1/R�J I am licensed under provisions of Chapt. 9, Div. 3 of the BuslneSS and Professions Code and my license is in full force and effect. License No. Classification 7D ❑ 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 OR ADDNS. CONST. ( ACC. BLDGS. DWELLING OCCUP.SI , �ZQSgft NEW CONSTR. U TI.OUTLET 2.50 ea NON.RESID .BRA CH CIRC ITS /POWER APPARATUS tr (SINGLE OUTLET CIR. EX. Occup OUTLETS OR FIXTURES200030 LNS Ex. OCCup. OUTLETS FIXED APP(RESID )REA.) 2.00 Temporary service 10,00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 , o� g Permit Fee $ 12 , L� Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation pertnl4 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. 1 also agree to save, indemnify and keep harmless the County of Butte againstOCCUP. all liabilities, judgments, costs, and expenses which may in any way accrue against i County in co equence of the granting of this permit. X Date Sin tore of Applicant - Owner g pp ❑ Contract Agent ❑ An OSHA permit is required for excavatio over '0" deep and demolition or construct- ion of structures over stories In height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ CONST.TYP! JSCII00LJ ,i P PARCEL �- PD ,i " '. IssUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By / PER EXPIRES Date the applicab°e provi- resolutions to do fees have been aid. p WORKS Date l3 Receipt No. 3e,,2. ) y WHITE-O.P.W.. 7lLLOW-Ase[350", PIN -IN SP LC TOR, GOLDENROD -APPLICANT "RP• wr, . ..i .. �.$` ._ ,i . , .. - .e1P ..v. - 5-1. . {' r :m YrsA' fd 'i i -`Y" ....;_ e'�.r .'. �. ..Y� N -14i i . r`. ' e'er. `_.�,"i : f • 1 r , COUNTY OF BUTTE°'- bEFkR.TMWT-GA-,PUBLIC WORKS - BUILDING DIVISION S 7 COUNTY CENTER DRIVE - OROVILLE,( A6117 rtC A 95965 -TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET fy ,(`� Permit No. OWNER o -)-e � I k A. P. No. _ /� _ y13- n C Proposed Building Use Bui:lding Inspector Date y At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans . . 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ........................................ 11. Park fees paid ..................................................... 12. School District fees paid ................. 3. Sanitation approval from r__ 2. : - �) Health Department ... � 14. City of Chico plumbing permit ....................................... 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: 17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Inspection for required ..... Pre-Inspec. request to • Building Inspector 20. Contractor's license information (No., Name Style, Classification) ....... 21., -'ertificate of Workmans Compensation Insurance .................... 224,Owner-Builder Verification (Given to owner ❑, Mail to owner ❑) � ' ....... 2Recorded copy of Agricultural Acknowledgment Statement ......... . Date) Lette f si natu a authforizatigp f 26. Whe you issue the permit, rocess as follows: Mai o owner. Mail to contractor. Telephone and hold for pickup at 10office. Deliver w/inspector. Other - . C b•I h T� „�Q, Applicant -.%.- —Date �! Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to per i e new item not checked abo e). t 1. Index permit for above items No. JJ 2. Additional items required: Contract , designer, owner, was advised of above required data by phone__rnail_counter by4g�_&'date 1'�on ractor, designer, owner, was advised of above required data by—phone—mall—counter by date Plans checked by ;!?�Z Date --'Y--/-? Plans approved by c;<� Date Sets of plans on e cabinet AP folder PIZ Copy—DPW E a TO Buildinq Department FROM: Environmental.Health r SUBJECT:. Sanitation Clearance v r Owner Location AP# � Plan Approved for: Sewage Disposal Water Supply Hold final for: Water Supply Final clearance O.K..for: Water Supply Clearance for _ bedroom mobile home. Other 5 r1 : 1 1; -Z2 —1-4 Sancta ian �,, ` Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER _ _ ZONING11 ' BUILDING PERMIT OWNER Peter Wolk TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'SNAME TELEPHONE CONTRAC.TOR'S MAIL NG A2.00R*St Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee @ 1 Fee $70.2 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee .$ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILJNG ADDRESS Penalty $ BUILDING ADDRESS Permit fee PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME ` .. PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Q' Duplex ❑ Mobi lehome.❑ Other PrivatL' P ErCI Y Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00 e TYPE OF WORK NewF] Addition ❑ Remodel ❑ .-Utilities[] Installation❑ Other Q Describe work. (2nd Renewal of B..P. #4120-89) 1st Renewal of B.P. #2710-89 Permit Fee $ Contractor ELECTRICAL PERMIT. Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO -L. 100 AMP 2.50 \1 --CONTRACTORS LICENSE LAW I declare under pe of perjury (check or>Q?' Q I am licensed under provisions of 'Chapt. 9, Div. '3 of the BUslnes$ - and Professions Code and my -license Is In full force and. effect. License No. Classification ❑ t, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale.. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec- 7044) ❑ 1 am exempt under Sec. , Business and Professions Code fort iP reason NEW CONST. DWELLING OCCUP.Q OR ADDNS. ( ACC. BLDGS. ,/2¢sgft NEW CONSTR. ULTI.OUTLET NO N.RES'D BRANCH RANC CIRC ITS 2,50 ea POWER APPARATUS (tiSINGLE OUTLET CIR. / Ex. OCCup(OUTLETs OR FIXTURES 20@50C e AL@ 30qt FIXED Ex. OCCUp. P OUTLETS I.RESID IREAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ ORKMEN'S COMPENSATION INSURANCE I declare under enalty of perjury (check one): ❑ The p rmit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments. costs, and expenses which may in any way accrue against said County in consequence of.the granting of this permit. Signature of Applicant — Owner Contractor ❑ ' Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $80.25 HAZ cuA PARK SCHL FLo PAR Po Ho ISSUE This permit is nereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been aid. p DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date 8/15/91 Receipt No. runs 1 i ADDITIONS TO RESIDENTIAL BUILDINGS ENERGY SHEET PACKAGE "A" (Additions) Owner t .. Climate Zone Permit # Floor Area The following data showing mandatory and required features of Package "A" shall be installed for additions to dwellings. Additions to dwellings include room additions, converting garages and patios to living areas, house moves that add footage and attic conversions, and any space that is existing non -conditioned space that is converted to conditioned space. Remodeling of existing conditioned space is not included. APPLIES TO NEW AREA CEILING WALL FLOOR SLAB GLAZING SHADING ZONE 11 R-30 R-11 R-11 R-7 U-.65 (Dual) SOUTH - OPTIMUM OVERHANG or .36 Shading Coefficient WEST - .36 Shading Coefficient LOOSE FILL INSULATION.(Density) ZONE 16 1 R-38 R-19 R-19 R-7 U-.65 (Dual) INFILTRATION CONTROL (Weatherstrip doors, certified windows, caulking) VAPOR BARRIER (Zone 16) DUCTS PER UNIFORM MECHANICAL CODE - Ch. 10 LIGHTING KITCHEN & BATH NOT LESS THAN 25 LUMENS/WATT MAXIMUM GLAZING 16% OF AREA PLUS REMOVED GLAZING NEW HEATING, VENTILATING, -AIR CONDITIONING AND HOT WATER SYSTEMS IN CONJUNCTION WITH AN ADDITION SHALL BE INSTALLED AS -SHOWN ON BACK OF THIS`SHEET. OTHER = . _ . ..,� -'� • • 12/85 HEATING, VENTILATING. AIR CONDITIONING SYSTEM! (A) Heaciag Central Gas Furnace kell-1-0 X 5 R a ) 3 ✓ g? -7 7. (brand and model number) SE Btu/hr (heating capacity) Heat Pump (brand and model number) ACOP Btu/hr (heating capacity at 47'F) Active Solar type (liquid or air) Collector brand and ft model number solar fraction collector area collector orientation collector tilt raced y -intercept rated slope ❑ Other (describe) *1 (B) Cooling � Electric Air Conditioner 4Qy'yw X (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) Q Electric Heat Pump . EE8 Btu/hr (cooling capacity at 95°F) Q Other (describe) DOMESTIC WATER SYSTEM . (A) Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/ElectricBacfuip (brand and model number) Gallons Z (tack size) Q * Active Solar (collector brand and model number) (raced y-incercepc) (raced slope) (solar fraction) ft 2 (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ location of Solar Panels ❑ Other --- (Describe) *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form $4) or other approved mechods, section 2-5352(g), and fill out the following: Heating: Winter design temperature °, elevation ', heating load BTU elevation factor x heating load maximum outlet capacity gas furnace BTU Cooling: Summer design temperature ", cooling load BTU *2 Submit T.I.P.S.E. chart 'or other approved system (form #5)'to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapcer 2-53 of the California administration Code. Sjr,WrU8DTLDING DESIGZNER OR APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 -COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 Wd L��- A. P. N0. PROPOSED BUILDING USE DATE _DATE REC w1. School Distric Fees (paid at District Office). 2. Sheriff Fees- - (paid at Building Department) Residential.... •.... X unit amt. Commercial(per sq.ft.) X =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X =$ # units amt. Commerical(per sq.ft.) X =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) 5. Drainage District Fees (Contact Land Development) ......,,;,., 6. Other 7. Other At time of permit application, I was advised the above fees are required to be'paid prior to issuance of the permit. , APPLICANT DATE �— TO 1%Building Department �¢ FROM: Environmental Health a SUBJECT: Sanitation Clearance �. Owner Location AP# Plan Approved for: Sewage Disposal' Water Supply Fold final for: Final clearance O.R. for: Clearance for..' bedroom mobile home. Water Supply Water Supply Other (6(A -0 -f -,V It t1 SanitArian Data ewtd* qN qui OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: Robin T.renda• ADDRESS: 1434 Normal Ave. CITY & STATE: Chico, CA 95926 IMPORTANT: 1985 SEE INSTRUCTIONS DATE OF CLAIM: October 31, ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner has decided not to do work. (Bldg Permit Appin. 42807-85B,P,E Receipt 442894, dated 9/27/85, AP 411-43-05). Owner: eter olk. M, Building permit fees paid------------------------ $888.25 Retain filing fee -------------------------------- Refund due ------------------------------------------------- $878.25 Plumbing permit fees paid ------------------------ $ 64.00 Retain filing fee-------------------------------- 10.00 Refund due ---------- ------------------------ --------------- $ 54.00 Electrical permit fees paid---------------------- $135.42 Retain filing fee-------------------------------- 10.00 Refund due------------------------------------------------ $125.42 Mechanical:permit fees paid---------------------- $ 59.00 Retain filingfee-------------------=------------ 10.00 Refund due ---= -----------------------------------------=-- 49.00 Refund energy inspection fees----------------------------- 30.00 TOTAL REFUND DUE -----------------------------------------$1136.67 $1,136.67 TOTAL $1,13q.67 I, the undersigned, declare under penalty 'of perjury that the services or articles claimed have been performed or delivered, and that this claim Is true and correct as stated. Dated this.. .. �..� ........ day of .... 19 Calif. ...... "Sotq/ ....................... `. of igneture Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above he een performed or de- livered and that there it o Budget Appropriation ❑ or Specific Hoard Approval Q (Check one) fort ems. Dated this........... 3.b.t............. day or ,.Qc.><ober....... 19„85 at Oroville , cauf. ....... .. .V ...... _..................... eeed or Authorize Deputy Dept. Exp. Code .:.......................................... Code ..,...........................:.:...............PAYABLE FROM............................................................................................ FUND DO NOT WRITE BELOW THIS LINE _ AUDITOR'S USE ONLY DEPT. & SUB. I PROJ. SUB. OBJ. CLAIM NO. I INV. NO. I INV. DATE ENCUMB. I GROSS AMT. 1 CO'UN'TY, OF BUTTE -DEPARTMENT OF PUBLIC WORKS W_ -PERMIT 140. 7 County Center Drive - Orovnle, C&fornia 95965 - Telephone 916/534-4541 it APPLICATION AND PERMIT ' ASS OR PARCEL NUMB - Z02rG l/!-2.. BUILDING PERMIT ; OWNER.-" T L PHONE iL^®/ 23. T'r77q77 SO. FT. OCC. BUILDING VALUATION t OWNER S,M II('NG A OR 'j/. 1 �V 4x' n - CONTRATO S. AME TEL�PHNC7 TS��7Ji-► x/1/2 _J 1(56 D CONTRACTOR'S MAIL) ADDRE �^ n ' 1 3 , C".ce -Fireplaceit Q off; CONSTRU ION LENDER •G UNKNOWN Total Valuation $ ' 6 00 Filing Fee $ 10,00 LENDER'S M IL ADDRESS - Permit Fee $ 5751 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ { sD 60 ARCHITECT'OR ENGINEER'S MAILING ADDRES Penalty $ BUILDING ADORESP � . �O` ( lly- Permit fee $ PLUMBING PERMIT Filing Fee 10.00 40/,37). / 'a'`o� �' Each Trap 2.0037 Solar or heat pump water heater 20.00 LOT NO. SUB DI I ION NAMEPARCEL IAI�'V MAP' Water piping � 5.00 , 6,0A Each.gas water heater or vent 5.00 '5,00 USE OF STRUCTURE -- SF 9( Duplex❑ Mobilehome❑ Other — r SPECIFY Gas piping system 1 - 5 outlets 5.00 :51 0D Building sewer 5.00 15, 0-6 Mobile Home Is 10.00 ea TYPE OF WORK New 5�/ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: t _ F I Permit Fee $ 6 , Contractor , ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR00V OR LESS10.00 10100 Main service EA. ADD -L 100 AMP 2.50 2, 50 " CONTRACTORS LICENSE LAW • I declare er penalty of perjury, (check one):, u- I am 'licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full f rce and effect. License No. Y161:79`7Ex. � Classification F]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- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. � ACC. BLDG,,. '�4sgIt '02.2� DWELLING o OR ADDNS. NEW CONSTR. MULTI -OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea /POWER APPARATUS tr )SINGLE OUTLET CIR. I OCCup(OUTLETS OR FIXTURES e2ALO AL9 30 HO FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service A4V4 10.00 to. Mobile Home Facilities 15.00 Misc. IYirin 15.00 g Permit Fee $ 3 f WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00.(valuation) or less. L�j�have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a ,Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating (jp Cooling 2 ;Za UO Hood 1 3.00 71, V10 Ventilation 3,00.12,po. Permit Fee $ d0 Contractor I: 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. - 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilitie judgments, costs, and expenses which may in any way accrue against sa t Consequence of the granting of this permi . X Date Signature of Applicant -- Owner Contractor Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3Bstoories in height. _ Mobile Home Installation Fee . $ " Energy Inspection Fee $ TO OD TOTAL PERMIT FEE - $ r� oCCUP. CONST.TYPE PLoo PARCEL PD ND SSUE This permit is hereby issued under sions,of the Butte County Code and/or work' indicated above for which DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date the applicable'provi- resolutions to do fees have been paid. WORKS Date ' ' Receipt No. IX- 2 a / WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR; GOLDENROD -APPLICANT d� ����,� COUNTY,OF BUTTE - DEPARTMENT .OF`,PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET - OWNER Proposed Building Use 64 t P, A Permit No. A. P. No. �� "'�3 _•s Permit Fee Based Upon: Complete Contract Price 1/" DPW Valuation Other (Explain)► Building Inspector lokwc 7 Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2.. Plot plans in duplicate/triplicate. . . . . . . . . . . 3. Complete plans in duplicate/triplicate. . . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . . 5. Plans with 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 $ . . . . . . . . 9. Letter of signature authorizatiorl. . . . . . . . - �10. Sanitation approval from (--" Health Dept. 11. Planning approval for (A) Use: (B) Parking: `—• 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner[], Mail to owner ❑) i 15. Improvements may be required. . . . . . . . . . . . ' 16. Mobilehome Installation Data. . . . . . . . .. . 17. Pre-Inspec. request to Pre -Inspection for Required. Building Inspector (Date) 18. Recorded copy of Agricultural Acknowledgment Statement. _ 19. OtherDriv_eway permit & const. approval required prior to occupancj"< When you issue the permit, process as follows: Mai I to owner. - Mail to contractor � Telephone Tq2 `R20 and hold for pickup at office. Deliver w/inspector. Other Applicant Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance. (For required items not checked above at time of application, circle item.) - M 1. Index permit for above Items No. 2. Additional items required: (Contractor, Designer, Owner) was advised of above required data by Telephone Mail OtF,er By Date Plans checked"•by- Plans approved by Other Copy—DPW Date Date c. 0 Foo L- 1 S L'-/17 I /'IAx k5a C�^6" F = /2 (7)(v-137 1530 3Z� 27, 39Y p aDODD X ! X �0 A5; OCT 161987 PROJECT oAip DRAWN: BA`iHMQI® ASSOCIATES ''CHECKED: 3012 Esplanade Chico, Ca. (916) 342-4136 ; EXP- y�'y U 6.30.89 2 No.1680LAJ 3 - ; :;N x OF OWNERS NAME: ' R�IIT #: —A. P., #: f/-- e4 — D0S� When approved, process as follows: Mail to owner (Address) Mail to contractor (Name and Address) Call and hold for pickup at office. RECEIVED DATE TIME i4 Deliver with next inspection.' r . I - STATE OF CALIFORNIA )ss. COUNTY OF Butte ) On March 31, 1988 before me, the undersigned, a Notary Public in and for said State, personally appeared S _ Lu rpnn and personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons who executed the within instrument President and Xx3em axon behalf of (;rand Mutua 1 Westar C'nmT�c1Sl7 .■.■■■■..■......u■■.■......•■■■■■■■■u■■w " the corporation therein named, and acknowledged to me that r \ OFFICIAL SEAL i i it ' I such corporation executed the within instrument pursuant to its L WTIA.R" is C - CALIFORNIA by-laws or a resolution of its board of directors. t:Mt Cie;+rY Come. 1-:1 ' Exp. 10, 1592 WITNESS my hand and official seal. ......................................... ( ctLrw _Lp��s r T (This area for official notarial seal) r Order No. Exrow No 9U n' Loan,Nu. WHEN RECORDED MAIL TO: P E T F. . W,;- 1: rr�� 14311 r....Ai�i�DF SUITE 6 CHICO, zA r592; MAIL TAY. STATEMENTS TO: SAHF' ii.�> PBOVC. AP= 011-43-0-005-0 MID VALLEY TME AND ESCROW CO., A CORPORA' ON CERTIFIED TRUE COPY SPACE ABOVE THIS LINE FOR RECORDER'S USE DOCUMENTARY TRANSFER TAX $ ................................. .............. ...... Computed on the consideration or value of property conveyed; OR ...... Computed on the consideration or valueless liens or encumbrances remaining at time of sale. Signature of Declarant or Agent determining tax — Firm Name F A S F M E N T QUITCLAIM DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, GRAI'D MUTUAL WATER COMPANY,A CALIFORNIA CORPORATION do hereby REMISE, RELEASE AND FOREVER QUITCLAIM to PETER J. WOLK AND TERESA JORDAN WOLK, HUSBAND AND WIFE the real property in the i' D[yX XK County of BUTTE State of California, described as ANY AND ALL INTEREST IN AND TO THE FOLLOWING DESCRIBED PROPERTY: A WATERLINE EASEMENT DESCRIBED AS -A PORTION OF LOT 13 OF THE SKANSON SUB- DIVISION. BEGINNING AT A POINT ON THE LINE COMMON'TO LOTS 12 AND 13, SAID POINT BEING THE CENTERLINE OF A 12.00 FOOT WATERLINE EASEMENT; THENCE SOUTH 79 DEG. 02' 00" FAST, 8.13 FEET: THENCE SOUTH 45 DEG. 47' 00" FAST, 38.00 FEET; THENCE SOUTH 27 DEG. 05' 00" FAST, 55.00 FEET; THENCE SOUTH 35 DEG. 08' 00" FAST, 45.00 FEET TO THE END OF SAID EASEMENT. THE PURPOSE OF THIS QUITCLAIM DEED IS TO ELIMINATE AN EXISTING 12 FOOT WATERLINE EASEMENT OVER LOT 13 AS SHOWN ON THE MAP OF SKANSON SUBDIVISION. Dated March . 31 . 1988 I `j E OF CALIFORNIA Iss. kTY OF Butte ,fore me, M%Akrsigriecl, a Notary Public i,, a r said State, per- mallyappeared T.ucena zonally known to mproved to me on t asis of satisfactory fence/r, son(s) whose names) is/are cribed to the iin inscknowledged to me that he/she/th ecuted same NESS my hand and official seal. GRAND MUTUAL WATER COMPANY, A CALIFORNIA CORPORATION B BY: S. Lucena. ....e ... ...........................•..� C'rFICIAL SEAL • LLUY A. PiiSFIALL ; CALIFOP,NIA EUiiE C_:i':IY w.se...................................... 1-4y Co,�,ni. Erp. Jan. 10, 1992 m (This area for official notarial seal) 1085 (6; 82) Order No. Escrow No BU 98259 Loan No. o WHEN RECORDED MAIL TO: GRAND MUTUAL WATER COMPANY S. LUCFNA C/O COLLIER HARDWARE 105 BROADWAY' CHICO, CA 95928 PSD VALLEY TITLE AND ESCROW CO.; A CORN TID CERTIFIED TRUE COPY l_S SPACE ABOVE THIS LINE FOR RECORDER'S USE MAIL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX $ ................................................ ...... Computed on the consideration or value of property conveyed; OR SAME AS ABOVE ...... Computed on the consideration or value less I iens or, encumbrances remaining at time of sale. Signature of Declarant or Agent determining tax — Firm Name AP# 011-43-0-005-0 E A S E M E N T GRANT DEED i FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, PETER J. WOLK AND TERESA JORDAN WOLK, HUSBAND AND WIFE hereby GRANT(S) to GRAND MUTUAL WATER COMPANY, A CALIFORNIA CORPORATION the real property in the Git�UX County of BUTTE , State of California, described as A WATERLINE EASEMENT OVER A PORTION OF LOT 13 OF THE SKANSON SUBDIVISION. BEGINNING AT A POINT ON THE LINE COMMON TO LOTS 12 AND 13, SAID POINT BE- ING THE CENTERLINE OF A 12.00 FOOT WATERLINE EASEMENT; THENCE SOUTH 79 DEG. 02' 00" FAST, 98.69 FEET TO A POINT ON THE CENTERLINE OF AN EXISTING 10.00 FOOT WATER AND SEWER LINE EASEMENT; SAID POINT LIES NORTH 22 DEG. 18' 05" WEST, 104.99 FEET FROM THE SOUTHERLY LINE OF SAID LOT 13. SAID EASEMENT IS FOR THE BENEFIT OF AND APPURTENANT TO LOT 14 OF SKANSON SUBDIVISION. Dated March 3, 1988 STATE OF CACIffT Ve Iss. COUNTY OF LL I n„ 3/3/88 & 3/15/88 before me, the undersigned, a Notary Public in and for said State, per- sonally appeared Teresa Jordan Wolk 3/3/88 and Peter J. Wolk 3/15/88 personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same. WITNESS my h and official seal. Sign e 0()1,44V_ Per J. Wk I T resa ordan Wolk .................................. OFFICIAL SEAL • ■ _� = BARL TAMI • . 01N �� • ■ ' NOTARY PUBLIC —CALIFORNIA• PRINCIPAL OFFICE IN ■ BUTTE COUNTY i r My Commission Expires October 24, 1988 lilAlIA11J.�A■.,.■......... .......■..... ■■..■.■ ■■■. (This area for official notarial seal) 1002 (6/82) MAIL TAX STATEMENTS AS DIRECTED ABOVE 9�6 -,! r-& sSura�C ,, rvo�tiS� ... pK. Roof 54earAC -S add,, . 0,14 A-P-dL .Z5o vinl - R iS DENTIAL, - -.-_ 92-2022 BPEM 11-43-05 WoLK, Peter & Teresa 1481 Rim Rock Dr, Chico contr: Robin Trendae/sf gar conv, addition, new gara g -7 $ q! / , les -6 a ;a NOF rzEAAy 1::5uA s&46 t nl5Pier�<� z ='a o tom; M, No i°P124va FU lY` S� �9 0 E -s /3 4r� `t rO' (�'u,� WWdA AcAPs tP caJ . z. Address GAS I Date Meter B n ELEC pate Meter By 9�6 -,! r-& sSura�C ,, rvo�tiS� ... pK. Roof 54earAC -S add,, . 0,14 A-P-dL .Z5o vinl - R iS DENTIAL, - -.-_ 92-2022 BPEM 11-43-05 WoLK, Peter & Teresa 1481 Rim Rock Dr, Chico contr: Robin Trendae/sf gar conv, addition, new gara g -7 $ q! / , les -6 a ;a NOF rzEAAy 1::5uA s&46 t nl5Pier�<� z ='a o tom; M, No i°P124va FU lY` S� �9 0 E -s /3 4r� `t rO' (�'u,� WWdA AcAPs tP caJ . i C7 ,106 FINALE Signature k ,G OFFICE COPY Address GAS I Date Meter B n ELEC pate Meter By Address F GAS Date Meter By � ELECTRICDate Meter By r. i C7 ,106 FINALE Signature k ,G v J= OK 1 O = Not OK Not Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete, 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect , 8. Utility Clearance J Date Card B-1 Date Card B-1 - Date Card B-1 Date Card B-1 i Date MOBILE HOME INSTALLATION (Plans) OK except #'s -a 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 f 6. Water; MH Test -Regulator -Connector f 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 +c . MISCELLANEOUSz Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements '.'o 1,4 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood'Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Fifg.-Bracing * j 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric w V' 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses--+: �'4 9. Siding; Nailing -Veneer -Stucco -Mesh N", 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card 13-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure. Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool L ghtg. _ Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK . �� w �O = Not 7K =0tdot Rpp j eatlyabl.V lei 41kbo,1�1 x RESIDENTIAL (Single & Duplex) Date UN D RFLOOR (Plans) OK except #'s oning-Setbacks-Easements-Flood-Slope Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth --B-FX., Garaqe; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Ft ., Porches & Decks; Soils -Steel-/ /Ftg. epth temwalls, Main; Steel-Blockouts-Wra d mwalls, Garage; Steel-Blockouts-Wrapped o d Downs and Special Anchors ab; Steel -Wrapped / C11-!)D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date7 -/(j-9Z Card B-1 `yj ® Date,) -Z/ -4Z Card B-1 Ato Date'? /7 -91-Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except ti's 16. Water Htr.: Vent -Access -Combustion Air -Baffle _ Water Pipe: Test & Anchor -Nail Protection W.V Test Fittings & Anchor Nail Protect o(n- ower Pan: Test, First Floor -Tub Acces� est Tub & Shower, Second Floor -Tub Access ---' �- ------------ ---------- ------------------- - --- - 21. Gas Pipe: Size & Anchors ---77 -- - - -- - ------------------------------- - ------ - v B 1 ate Card B-1 - --- ------ - ------------------ Dat Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ti's 2?­F4xture & Transformer Clearance -Ins. Protection ---- --- --- -- - -- -- - - - - - 23. Elec. Receptacles Spacing -Lights & Switches at Doors _ ----- 24 Boxes & No. of Conductors -Stapled ---- ---- ----------- ------------------------------ 25. Romex Installed Close to Edge of Studs & C. J. p Ground made up w/Mech. Fastners-Bond Gas & Water --------------------------------------------------------------------------------- -pliance Circuts in Kitchen &_Conductor Size/GFI 22. Subfeed Wire Size r�j7ga Cu o I- .C. Wire Size ga. - --------- Cu or Al t -u 2- Wil` ------ ------------------------------- 29. ----------- ------------------Cu or -------------------- ---- 29. Range Circ. / i ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ -Yes - - ❑ No ____ ___ __ 30. Service -Riser Conductors & Ground -Main Disconnect - ---- -- 31. Equip. Clearances Panels-Motors-Mech. Equip. 1"_,-.33_.lothes Closet Light -Shower Light -Spa Light 33. Smoke Detector ---- --- - ---- --- Da Card B-1 Date Card -B-1 ( ----{ - - -- - - ------- - --------------------- -------------- Date Card B-1 Date Card B-1 Date MEC ICAL (Permit) OK except ti's 4. A.C. Ducts Insulation & Support ....... - -- =-------- ---------------------------------------------- - -- --- 35. Vent Fan: Exhaust above insulation ---------------------------------------- ---------------------- 36. Condensate Drain & Overflow: Size & Grade 37. nance-Vent:-Access-Comb Air -Return - Air Vent _1 -15 -outlet VI -138. � Fur- --------------------- ✓ Ja Attic Access & Platform if Furnance in Attic Da--- `--��--------8-,--------------Date ---------_ -Card-B-,------------ --- - -- - -- - -------- -- - - - - --- --- r� ------------------------------- Date- ---- -- -- ---------- - rd B-1 Date Card B-1 Date_ , AMING (Plans) OK except ti's 39. Si . oper Material & Anchors ails Studs -Nailing. Spacing & Bracing -Plates -Sound - - -- - --- - - - 1 eanng Walls over Girders & Floor Nailing -- --- - -- --- --- --- ------------------------------------------- • 42. Pwff Stop -in--Walls-(rat--p-roof) ---------------------------------- -- - -------- Fire _Furred Ceilings -Stairs -Chases -Tub - -------------------- �1- Headers & Beam -Size & Bearing Date JFIAMING (Continued) --- gers-Post Caps -Anchors -Connectors 6. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. ----iTi p ace Ties or Type A Flue -Fireplace Throat clearance -- - cs. Attic ccess; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions rageyF-iirre Protection Framing ---- pefty Line Firewall & Openings Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits %---4. � _ f3-Sg� Width -Headroom -Rise -Run -Landing -Fire Protection 5✓ 4. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ding -Nailing Veneer -------------------------- ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ------------------------ LIA. Area -Glass rotec n -Skylight lastic _ ._Shear Walls: Naiyg 9* Z Insulation -Walls -Ceilings CrG nfillration-Walls-Windows --------------------------- - --------------�NSti (.9 i_a�J - Date T-_ - �f Z Card 8_t Date lQr4 Iq d B-1 Dateate Card B-1 - Date FMAUPlans) OK except ft's & Sidelight Protection -Landings Smoke Detector Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech.'Prptection i ------------------ 66,- ------------ --------- ; 6 edr -m-Exiting - - - 6 I. & Bath Fixtures &Tub Access Spa Elec. Trim & Sub_panel; Breaker Sizes -a 6Z_$tairs & Rails _ as E&4eplace or Stove Clearances -Hearth - - - - -- -- --- -------------------------- - ao C,ec. Outlets at Wood Panel; Int. & Ext. -- - t.F' t & Appliance; Grnd.-Air Gap -Cooking Clearance c. Outlets &Receptacles at Kit. Counter ara a Fire Door; Swing -Landing -Closer "PF. ------------- -------------------- - 73. Duct in Garage--D--a-mper - ----- --- --- - ------------------- tr.: -Vents-Clearance-Comb. Air-Connector-P.R.V. , n G rage: Above Floor -Meth. Protection lec. & Mech. Equip. Listed for Location J&!E11ec. Receptacles in Garage; (G.F.I.)-Romex Protection ------------------------------------ ----- 7vinsulatio-n-Foam-Looked -- in -Attic ❑ Yes - ------------------------------------- - Zd_Guard Rails & Deck Construction -Post Caps 7.t.-Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth ` Clearance Looked under Floor ❑ Yes ------ --------- --------------------------- -48.-Following instid.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No --- 1siSlucco Brown -Finish-----_-__ ---__-- ­a2%R.C_Unit_Disconnect Electrical, Plumbing - - 8( K!nts Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings --------------------------------------------- - N'ater Well; Disconnect, Electrical, Plumbing ----- - -------------------------------- -- --- J.9-Exterior Elec. Trim: G.F.I. Receptacle -Underground 6 entilation Throughout House .. .. ----------------------------------------------- - isr lass Protection -- -- - - - - ----- ------ ------ ----- -- --------- - ----- Corrections from Previous Inspections 89(/G Test -Meters Tagged: Gas -Electric - - - - - - - -- -------------------------------- y Water & er Connected -C/O to Grade -HD Approval -- nergy Compliance Certificate -Other Certificates -e - Date 1% �i C Card B-1 C j Date _Card B-1 - Date- and B-1 Date Card B-1 _-------- ----- -- ------ Date QXcl B-1 Date Card B-1 commen s at Final: COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER 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 notify this office when correction of work is completed. If yo ave any questions pertaining to this matter, or need additional explanation, az s office immediately. G�G S^q k e r Z ,MJ�G�L Ke* Ar-C.esS ito tAAreA /YO SCRF t,J$ - H�aG�A • Q�oti erg - �, ,�`iJ.fi�i�G.E:.. -001 F . s -r' a Date, -11) Iq 52 Inspector C'4A �- REV 11/91 COUNTY OF )BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 ' 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 1A )� OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the abov ddress and should be corrected. Please notify this office when: correction of work is comp ted. if you have any questions pertaining to this matter; or need additional explanation, . pleas contact this office immediately. 0.G k t 7 -C' / r 1 6 i �OO ft.h C — %,a�a // )S cid ?' lar C L k va e— a l t'rY n S la b c, Pa s .s 6 k 4-1 V el Date - 2 — Inspector REV 11/91 ;, COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891.-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 ` 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 9Z-ZozZ- 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 notify this office when correction of wort V leted. If you have any questions pertaining to this matter, or need additional explanation, contact ths office immediately. �'r O V %co -e (i 4, co ^ct t (tPG n lit. T S ?: :? ^ O 0 (c4,e c— -i. 1,0 C21 O L-A of CA 4 _ t p� t la Ks too• all w s rP /.e Gt1oC c a4 z'e b -c! o ►-� G s [,ems/!� �b/i►! - ��,s X1,135 - 1--j 61 R1 Date �7—/? f Z Inspector REV 11/91 IY'F'.t` �.'i;ti^^.+..y+.,'^v»v.`�_"'•"""t""�.+'ti!!`-'S`�:�''+"die1A^a:N+`*vwi�+�i3�*%:w':r�v��ti�ws.'vv.:::. v"ba�`c`.r�.r t .. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ;+ 1469 Humboldt Road, Chico, CA - (916) 891-2751 ti 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 G 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 notify this office when correction of work is comp eted. If you have any questions pertaining to this matter, or need additional explanation, pleas contact this office immediately. ,,V I mor414 i X"� _tf %0.- �Ooff a a3 s 1` - 411 , _ ..J/ it -0 !/ [„ i 0 _ ( Date 7— /''f — Z Inspector REV 11/91 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORJKS �- 7 County Center Drive - Orovllle, California 95965 - Telephone: 916.'538.75,41 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 011-430=005 ZONING r �� _� _'. TEL1 BUILDING PERMIT OWNER PETER & TERESA �.SO. FT. OCC. BUILDING VALUATION 1094 R 55,799 OWNER'S MAILING ADDRESS 1481 RIM ROK DRIVE CHICO 95928 CONTRACTOR'SNAME TELEPHONE 7 _ CONTRACTOR'S MAILING ADDRESS 1434 NORMAL STREFT CHICO 95926 -30 n 910 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 83.1776,00 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $525, Q ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 262.7 Energy Plan Checking Fee $ 20.D0 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1481 RIM ROCK DRIVE CHICO Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 35.00 Solar or heat pump water heater 20.00: LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 '-nn Each qas water heater or vent 7.00 7.00 USE OF STRUCTURE SF[M Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.00 Mobile Home S G W @ 15.00 TYPE WORK New ❑ Addition [Remodel LJ Utilities ❑ Installation❑ Other ❑ Describe work: ADD Z-70 $EED-RCS BATH /12ONV 6AR.AGE TO _ RAMTli 129DM-cR) UZI GRACE 1 Permit Fee $ 84.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LE00V OR SS 18.50 CONTRACTORS LICENSE LAW I declar der 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. /4 a7 Q 7 Classification 6,e --e Ir- ❑ 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 Main service 200ATO1000A) 17 gn ( DWELLING OCCUP.p\ NEW CONST. ACC. BLDGS. // OR AODNS. _37.50 3.6Q sq.ft. NEW CONSTR. MULTI -OUTLET NON•RESID BRANCH CIRC ITS @ 5.00 (POWER APPARATUS.1%) SINGLE OUTLET CIR.y Ex. Occup(OUTLETS OR FIXTURES 76tI L_ 0 4F6; Ex. Occup. OUTLETS ED P(RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 140.65 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): �Elee permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building DepartmentMOVE ���aCertificate of Workmen's Compensation Insurance or a Certificate of nsent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating 9.00 EXISTING & SPLI x.00 Cooling 0.00 Hood 6.50 Ventilation 2 4.501 S.00 Permit Fee $ 51.00 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 sai�t "n cons�e of th granting of this permit. X� Date Signature of Applicant - Owner ❑ Contractors Agent An OSHA permit is required for excavations over 5' deep and demolition or construct- ion of structures over 3 stories in height.OF Receipt No. ELLOWO YELLO W WHITE-D.P.W.. -ASSES30R, PINK -INSPECTOR. SPECTOR, GOLDENROD -APPLICANT Mobile Home Installation Fee $ Energy Inspection Fee $ 40.00 OCC CONST TYPE TOTAL FEE $ 1 ' 138.9 HAz 11 HIS IMP FLOOD COF PARCEL PD HD ' ISSUE i This permit is hereby issued under the applicable pro vi sions of the Butte Count Code and/or resolutions t7 do work indicat ab r which fees have been pEid. PUBLIC WORKS BY Date 7 /'✓`& PE MI EXPIRES Date/ - Z3 COUNTY OF BUTTE - DEPART AtNT OF"PUBC' ��'WPRKS--- `$UILqING DIVISION Cow G .LATER DRIVE - OROVCLLE, C I O NIA► 95965 - TELE°PHON�E(916) 538-7541 PERMIT APiPLIra DATASHEET OWNER 3 — D P Proposed Building Us "uilding Inspecto Date At time of permit application, I was advised the folio' irig data must,be submitted prior to permit processing andfor issuance: DATE RECEIveD " BY 1, All -items have been submitted. :...�e. ` ... ............................. . Plot plans, 3/4 sets, signed by preparer of p_ s: .. , ... �. 10 lete plans, 3/4 sets, signed by p�eparer-of plans. �.omA-- 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). .... Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Fees of $F ii1.hA.tn�.,....................................... . 100(P2. Impact fees as shown on attached schedule . ...................: ......... California Department of Forestry plan approval/fees. ........................ .. Flood elevation letter (100 year flood) by California Engineer. . 14. Sanitation and plot plawappC_ 7) Health Department . ............ C 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ........ 18. Contact Land Development about (A). Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . . Pre -Inspection requeis — 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .............. "........... 23. Owner -Builder Verification (Given to owner -,Wail to owner ............ w 24. Recorded copy of Agricultural Acknowledgement. Statement . ................... 25. Letter of signature authorization. ......... ............................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ......................................... 30. Documentation of 50% subdivision developed or (A) Road improvements, completed and (B) Parcel meets zoning area an *frontage requirements . ............... 31. Existing violations/expired permits . .................. ................... . 32. Plan check list . ..................................................... 33. 34. When you issue the p rmit procas follows:, Mail to owr}er. Mail to contractor. TelephonO and hold for pickup at G /-/ / office. Deliver with inspector. Other Parcel Creation \ � /� Acreage `� Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to mit issua (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: 1Ll Contractor e ' , owner, was advised of above required data by one °— mail Counter by � Date 4o 19' gZ twrtracto , designe ,,o�wIner, was advised of above required data by _ phone mail Counter by 4, Date Plans checke y 17W Date Plans Plans approved b Date rgL Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916 'SM -7541 APPLICATION AND PERMIT PERMIT NO. 9" zo - ASSESSOR P RCEL N14MBER — 3— ZONI t. - BUILDING PERMIT owN ,nn COQ L PH r. E SO. FT. OC;,. BUILDING VALUATION OW E 'S I I G A�E 5 ac-lG... /,h1V�,n A_ �� / a CO. A TOR' NAM E ,/ n /� ELEPHON - (/ /v LJ 7 7 __ 6 a% CO TRACTOR'S MAILI�N/G AODR ESS �v �ii9L S7` G C7 _> j Fireplace-� CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $r ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $,2 11 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ �. O 11) Penalty g BUILDIN ADDRESS, Permit fee PLUMBING PERMIT Filing Fee 15.00 Each Trap -7 5.001 Q Solar or heat pump water heater 20.00 LOTi O.SU BOI VISION NAME PARCEL MAP Water piping 7.00 iOV 3S— Each qas water heater or vent 7.00,0 USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 d SFA Duplex❑ Mobilehome❑ Other Building sewer J J 15.00111 Mobile Home S I G I W @ 15.00 SPECIFY TYPE OF WORK New ❑ Addition;_] RemodeIE Utilities Installation 0th Permit Fee $ Describe work: 16o Contractor _ Ax- L ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A DOa LESS Main service 20GAT01000AI 37.50 r CONTRACTORS LICENSE LAW NEW CONST. ( DWELLING 0CCUP.&\ 3.S6 sq.ft. I declare under penalty of perjury (check one): OR ADDNS. ACC. SLOGS. I NEWCONSTR.ULTI.OUTLET jj @ 5.00 ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business NON -RESID. BPANCH CIRC ITS .APPARATUS &� ♦ 1 and Professions Code and my license is in full force and effect. (POWER SINGLE OUTLET CIR. License 'Jo. Classification Ex, Occup( OUTLETS OR FIXTURES 1 20@ 75xl RAL_LJ I, as the owner, or my employees with wages as their sole compen- Ex. Occup. OUTLETS IIRE5ID.IAPPLNS.REA.� I 3.00 sation, will do the work,and the structure is not intended or offered Temporary service 15.00 for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- Mobile Home Facilities 15.00 ors. (Sec. 7044) Misc. Wiring 15.00 ❑ I am exempt under Sec. , Business and Professions Code /40• (o for this reason Permit Fee $ — Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 15.00 ❑ The permit is for $100.00 (valuation) or less. Heating O ❑ I have placed on file with the County of Butte Building Department OuL2 — r L,— f0 a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Cooling D I shall not employ any person in any manner so as to become subject Hood 6.50 to the W. C. laws of California. Notice Ventilation %Q to Applicant: If after making this statement, should you become subject f to the W. C. provisions of the Labor Code, you must forthwith comply with such Permlt Fee $ provisions or this permit shall be deemed revoked. LContractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relatingO to building construction, and hereby authorize Energy Inspection Fee 13. Q 8 $ Q representatives of the County or Butte to enter upon the above-mentioned property for inspection purposes. OCC CONST TYPE I also agree to save, indemnify and keep harmless the County of Butte against rO�AL ��� all liabilities, judgments, costs, and expenses which may in any way accrue HAZ OFEES IMP FLOOD COF PARC L PD HD ISSUE against said County in consequence of the granting of this permit.I XDate I This permit is hereby issued under the applicable provi- Si nature of Applicant — Owner 9 PP ❑ Contractor ❑ Agent ❑ sions of the Butte County Code and/or resolutions to do An OSHAwork permit is required for excavations over S'0" deep and demolition or construct- indicated above for which fees have been paid. ion of structures over 3 stories in height. DIRECTOR OF PUBLIC WORKS ,`ece� ipt No. 116360 ,MIr-O.P.w., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLOENR00-APPLICANT By _ Date PERMIT EXPIRES Date CERTIFICATE OF COMPLIANCE: Residential Page 1 CF-1R -------------------------------------------------------------------------------- Project Title: WOLK - HOUSE ADDITION Run: 018 02 -Jul -92 - Project Address: 1481 RIM ROCK R.D. ` 10. WOLK - HOUSE ADDITION CHICO CA. 95928 Building Title: WOLK - HOUSE ADDITION Building Permit # Document Author: BOB METZGER Telephone 865-9688 Plan Check / Date Compliance Method:' CEC CALR.ES, Version 1.10 Field Check / Date Climate Zone: 11 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type:' Infiltration Control: k� BUILDING SHELL INSULATION Component Insul Type --------------- R -value -------- Door 0 Wall 19 Ceiling 38 Floor 0 Slab Perimeter 10 Slab Perimeter 10 GLAZING 4934 ft2 SFD Single Family Detached 260 deg (West) 1 Slab on grade CEC Standard Location/Comments Outside Outside Attic Grade Outside Unconditioned Glazing Area Glass Orientation ----------------- (ft2) ----- Panes ----- Type ------- Window North 26.7 2 Clear Window North 71.0 2 Clear Window East 220.3 2 Clear Window East 13.4 2 Clear Window South 61.0 2 Clear Window South 75.8 2 Clear. Window North 124.8 2 Clear Window North 28.8 2 Clear Window West 134.3 2 Clear Window East 146.0 2 Clear - Window East 26.7 2 Clear Skylight 8.0 2. Clear THERMAL MASS Area Thick Type Exposed? (ft2) (in) Floor No 1516 3.5 Floor Yes 2075 3.5 Interior Shading None None None None None None None None None None None None COUNTY OF BUTTE BUILDING DEPT J U l 0 9 1992 Exterior Shading None None None None None None None None None None None None Overhang and Fins None None Overhang Overhang Overhang None Overhang Overhang Overhang None None None Frame Type Wood Metal Metal Wood Metal Metal Metal Wood Metal Metal Wood Metal . BUTTE cwff' ` Location/DescriptionB:.iILNG I ARTMEiv.` ------------------------- AV ROVED CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: WOLK - HOUSE ADDITION Run: 018 02-Jul-92- -------------------------------------------------------------------------------- HVAC SYSTEMS Maximum furnace heating output: 195777 Btuh Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Capacity System Type (gal)4 ------------------------- Storage Gas 40 Storage Electric 40 Special Manufacturer/Model # Features/ (or approved equal) Credits ----------------------- ----------- REMARKS, NOTES, AND EXCEPTIONAL FEATURES 1. This building includes gl4zing with non-standard Open Type. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. Duct Location Output Manufacturer/Model # Type ------------------- Efficiency ---------- and ------------- R -value (Btuh) ------- (or approved equal) ----------------------- Furnace 0.90 SE Attic R-5.6 48000 GSR -21-23-50 Air Conditioner 12.00 SEER Attic R-5.6 47000 HS -22-411 Furnace 0.87 SE Attic R-5.6 48000 HS -16-311 Air Conditioner 11.50 SEER Attic R-5.6 47000 G14 -Q3-60 Maximum furnace heating output: 195777 Btuh Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Capacity System Type (gal)4 ------------------------- Storage Gas 40 Storage Electric 40 Special Manufacturer/Model # Features/ (or approved equal) Credits ----------------------- ----------- REMARKS, NOTES, AND EXCEPTIONAL FEATURES 1. This building includes gl4zing with non-standard Open Type. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. CERTIFICATE OF COMPLIANCE: Residential Page 3' CF -1R Project Title: WOLK - HOUSE ADDITION Run: 018 02 -Jul -92 DESIGNER OWNER ROBIN TRENDA WOLK 1434 NORMAL ST. 1481 RIM ROCK RD. CHICO, CA. CHICO, CA. 95928 342-8267 891-4560 Lic #: Signed Date DOCUMENTATION AUTHOR. BOB METZGER BOB METZGER O.D.S. 113 E. WALKER ORLAND, CA. 95963 4 865-9688 Signed Date D I Signed ENFORCEMENT AGENCY, Name: Title: Agency: Telephone: Signed Date Date W2 -S4 Wind 6.0 170 90 Fixed Metal DBLw/NODRP ' 0.77 0.66 W3 -S4 Wind 19.5 170 90 Other Metal DBLw/NODRP 0.77 0.66 W1 -W2 Wind 12.0 260 90 Slider Metal DBLw/NODR.P 0.77 0.66 W1 -W4 Wind 20.0 260 90 Sldder Metal DBLw/NODRP 0.77 0.66 W1 -W5 Wind 6.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W2 -W5 Wind 6.0 260 90 Fixed Metal DBLw/NODR.P 0.77 0.66 W3 -W5 Wind 6.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W4 -W5 Wind 6.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W5 -W5 Wind 6.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W6 -W5 Wind 6.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W7 -W5 Wind 6.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W8 -W5 Wind 6.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W9 -W5 Wind 6.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W10 -W5 Wind 6.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W11 -W5 Wind 2.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W12 -W5 Wind 2.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 SL1-C1 Skyl 8.0 260 0 Fixed Metal DBLw/NODRP 0.77 0.66 GLAZING CHARACTERISTICS SC w/o FMF Glazing ------------- Interior SC Exterior Charactr Glazing # of Glass w/Int Shade Ext Shade Name Type Pones U-val Only Shades Type Shade ---------- Type ------------ DBLw/NODRP --------- Clear ----- ----- 2 0.65 ------ 0.88 ------ 0.75 ------ None 1.00 ---------- None INTER -ZONE SURFACES Surface Area Insul Form 3 Location/ Type (ft2) U -value R-fal Reference Comments ----------- ------- ------- ------------------------------ B\R2-SPC/LVG-SPC Ceiling 1257.0 0.049 19 CEC_R19-24oc INTER -ZONE VENTILATION Vent/ High, Open Vent Height Location/ Vent Type Area Area. Diff Comments ------------------------- ----- ----- ------ -------------------- B\R2-SPC/LVG-SPC CEC Nonclosable Opening 56.0 -- -- COMPUTER. METHOD SUMMARY Page 1 C -2R Project Title: WOLK - HOUSE ADDITION Run: 018 02 -Jul -92, Project Address: 1481 RIM ROCK RD. WOLK - HOUSE ADDITION Building Title: VN f0 CtbUSV9AITION Building Permit # Document Author: BOB METZGER Telephone: 865-9688 Plan Check / Date Compliance Method: CEC CALRES, Version 1.10 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 24.22 Space Cooling 14.65 Water Heating 4.13 Total 43.01 GENERAL INFORMATION s Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories:* 11 Proposed Design --------- ----- 15.04 15.10 12.56 -------- Complies 42.70 Yes 4934 ft2 SFD Single Family Detached 260 deg (West) 1 2 Floor Construction Type: iSlab on grade Number of Conditioned Zones: 2 Total Conditioned Volume: 39472 ft3 Conditioned Footprint Area: 4934 ft2 Ground Floor Area: 3591 ft2 BUILDING ZONE INFORMATION Infiltration Control Type ------------ CEC_Standard CEC_Standard Floor Zone Area Volume Name (ft2) (ft3) Type B\R2-SPC 1516 12128 Conditioned LVG-SPC 3418 27344 Conditioned Infiltration Control Type ------------ CEC_Standard CEC_Standard COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: WOLK - HOUSE ADDITION Run: 018 02 -Jul -92 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- L. � OPAQUE SURFACES Surface Area F2 J nsul True Location/ Solar Form 3 Location/ Type (ft2) U -value R-va.l Azm.Tilt ----- Gains Reference Comments ----------- Zone = B\R2-SPC ------- ------- ----- ---- ---- ----- ------------ ------------- Door 11.6 0.330 0 80 90 Yes 2868-1/2L Outside Wall 145.0 0.065 19 80 90 Yes CEC_R19-16oc Outside Wall 51.3 0.065 19 35 90 Yes CEC_R19-16oc Outside Wall 196.0 0.065 19 170 90 Yes CEC_R19-16oc Outside Wall 83.8 0.065 19 215 90 Yes CEC_R19-16oc Outside Ceiling 1516.0 0.029 38 260 0 Yes CEC_R38-24oc Attic Floor 1516.0 -- 0 260 180 No S1ab140C Grade Zone = LVG-SPC Door 16.7 0.330 0 350 90 Yes 2668Wood Outside Door 20.0 0.330 0 260 90 Yes 3068Wood Outside Door 28.4 0J�30 0 260 90 Yes 3068-1/2L Outside Door 3.9 0.330 0 260 90 Yes 2868Frch Outside Wall 606.7 0.065 19 350 90 Yes CEC_R19-16oc Outside Wall 693.8 0.065 19 80 90 Yes CEC_R19=16oc Outside Wall 13.0 0.065 19 35 90 Yes CEC_R19-16oc Outside Wall 129.3 0.065 19 115 90 Yes CEC_R19-16oc Outside Wall 331.5 0.065 19 170 90 Yes CEC_R19-16oc Outside Wall 1029.4 0.065 19 260 90 Yes CEC_R19-16oc Outside Ceiling 1335.0 0.029 i38 260 0 Yes CEC_R38-24oc Attic Floor 2075:0 -- 0 260 180 No S1ab140E Grade PERIMETER LOSSES Perimeter Length F2 Insul Insul Location/ Type (ft) Factor R-val Depth (in) Comments ----------- -------- Zone = B\R2-SPC ------ ----- ---------- ------------- Exposed 40'0" 0.90 10 0 Outside Covered 132'0" 0.72 10 0 Outside Zone = LVG-SPC Exposed 134'0" 0.90 10 0 Outside Covered 30'0" 0.72 10 0 Outside Covered 20'0" 0.50 10 0 Unconditioned COMPUTER METHOD SUMMARY Page 3 C-2R Project Title: WOLK - HOUSE ADDITION Run: 018 02-Jul-92 -------------------------------------------------------------------------------- GLAZING SURFACES SC with FMF Glazing ------------- Glazing Area True Open Frame Charactr Shades Shades Name Type (ft2) Azm Tilt Type Type Name Open Closed -------------- ---- Zone = B\R2-SPC ----- ---- ---- ------ -------- ------------ ------ ------ W1-NE1 Wind 13.4 35 90 Fixed Wood DBLw/NODRP 0.67 0.57 W2-NE1 Wind 13.4 35 90 Fixed Wood DBLw/NODRP 0.67 0.57 W1-NE2 Wind 44.0 35 90 Fixed Metal DBLw/NODRP 0.77 0.66 W2-NE2 Wind 18.0 35 90 Other Metal DBLw/NODR.P 0.77 0.66 W1-E1 Wind 20.0 80 90 Slider Metal DBLw/NODRP 0.77 0.66 W2-E1 Wind 52.0 80 90 Fixed Metal DBLw/NODRP 0.77 0.66 W3-E1 Wind 18.0 80 90 Fixed Metal DBLw/NODRP 0.77 0.66 W4-E1 Wind 13.4 80 90 Fixed Wood DBLw/NODRP 0.67 0.57 W1-E2 Wind 16.0 80 90 Fixed Metal DBLw/NODR.P 0.77 0.66 W2-E2 Wind 16.0 80 90 Fixed Metal DBLw/NODRP 0.77 0.66 W3-E2 Wind 8.� 80 90 Fixed Metal DBLw/NODR.P 0.77 0.66 W4-E2 Wind 8.t 80 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-S1 Wind 4.0 170 90 Slider Metal DBLw/NODP.P 0.77 0.66 W1-SW1 Wind 9.8 215 90 Other Metal DBLw/NODRP 0.77 0.66 W1-SW2 Wind 9.8 215 90 Other Metal DBLw/NODR.P 0.77 0.66 W1-SW3 Wind 9.8 215 90 Other Metal DBLw/NODRP 0.77 0.66 W1-SW4 Wind 15.0 215 90 Fixed Metal DBLw/NODRP 0.77 0.66 Zone = LVG-SPC W1-N1 Wind 12.5 350& 90 Hinged Metal DBLw/NODRP 0.77 0.66 W2-N1 Wind 12.5 350' 90 Hinged Metal DBLw/NODRP 0.77 0.66 W3-N1 Wind 12.5 350 90 Hinged Metal DBLw/NODRP 0.77 0.66 W4-N1 Wind 5.3 350 90 Fixed Metal DBLw/NODRP 0.77 0.66 W5-N1 Wind 14.4 350 90 Fixed Wood DBLw/NODRP 0.67 0.57 W1-N3 Wind 24.0 350 90 Slider Metal DBLw/NODRP 0.77 0.66 W2-N3 Wind 12.0 350 90 Slider Metal DBLw/NODRP 0.77 0.66 W3-N3 Wind 12.0 350 90 Slider Metal DBLw/NODR.P 0.77 0.66 W1-N4 Wind 12.0 350 90 Slider Metal DBLw/NODRP 0.77 0.66 W2-N4 Wind 14.4 350 90 Fixed Wood DBLw/NODRP 0.67 0.57 W1-N5 Wind 4.0 350 90 Fixed Metal DBLw/NODRP 0.77 0.66 W2-N5 Wind 9.0 350 90 Fixed Metal DBLw/NODR.P 0.77 0.66 W3-N5 Wind 9.0 350 90 Fixed Metal DBLw/NODRP 0.77 0.66 W4-N3 Wind 33.3 260 90 Slider Metal DBLw/NODRP 0.77 0.66 W1-N6 Wind 5.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-E3 Wind 42.0 80 90 Fixed Metal DBLw/NODRP 0.77 0.66. W1-E4 Wind 20.0 80 90 Fixed Metal DBLw/NODRP 0.77 0.66 W2-E4 Wind 20.0 80 90 Slider Metal DBLw/NODRP 0.77 0.66 W1-E5 Wind 8.0 80 90 Fixed Metal DBLw/NODRP 0.77 0:66 W1-E6 Wind 19.5 80 90 Other Metal DBLw/NODRP 0.77 0.66 W2-E6 Wind 8.0 80 90 Slider Metal DBLw/NODR'P 0.77 0.66 W3-E6 Wind 19.5° 80 90 Slider Metal DBLw/NODRP 0.77 0.66 W4-E6 Wind 20.3 80 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-E7 Wind 15.0 80 90 Other Metal DBLw/NODRP 0.77 0.66 W1-SE1 Wind 13.4 115 90 Fixed Wood DBLw/NODRP 0.67 0.57 W2-SE1 Wind 13.4 115 90 Fixed Wood DBLw/NODRP 0.67 0.57 W1-SE2 Wind 24.5 115 90 Fixed Metal DBLw/NODR.P 0.77 0.66 W1-SE3 Wind 12.5 115 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-SE4 Wind 9.0 115 90 Other Metal DBLw/NODRP 0.77 0.66 W1-SE5 Wind 10.0 115 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-NE3 Wind 9.0 35 90 Other Metal DBLw/NODRP 0.77 0.66 W1-S2 Wind 10.5 170 90 Slider Metal DBLw/NODRP 0.77 0.66 W2-•S2 Wind 10.5 170 90 Slider Metal DBLw/NODRP 0.77 0.66 W1-S3• Wind 24.0 170 90 Cather Metal DBLw/NODRP 0.77 0.66 W2-S3 Wind 12.0 170 90 Slider Metal DBLw/NODR.P 0.77 0.66 W1-S4 Wind 6.0 170 90 Fixed Metal DBLw/NODRP 0.77 0.66 a� COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: W'OLK = HOUSE ADDITION Run: 018 02-Jul-92. -------------------------------------------------------------------------------- OVERHANGS Glazing Glazing ------------- Above Left Right Name Height Width Depth Glazing Extension Extension -------------- W1-N1 ------ 412t1 ------ 3'0" ------ 13'0" --------- 114" --------- 3'0" --------- 910" W2 -N1 492" 310" 1390" 114" 596" 696" W3 -N1 492" 310" 1320" 114" 8'6" 316" W4 -N1 290" 2'8" 1310" 1'4" 12'0" 4" W5 -N1 612" 294" 13'0" 194" 1210" 8" W'1 -N3 410" 6'0" 290" 114" 1090" 15'0" W2 -N3 390" 410" 210" 114" 19'0" 810" W3 -N3 310" 4'0" 2'0" 194" 26'0" 110" W1 -N4 4'0" 390" 270" 194" .516" 6'6" W2 -N4 692" 214" 290" 114" 916" 3'2" W1 -N5 210" 2'0" 194" 4'0" 13'0" W'2 -N5 310" 1210" �8'Olt 290" 114" 12'0" 490" W'3 -N5 390" 310" 2'0" 114" 15'0" 110" W4 -N3 6'8" 510" 2'0" 114" 4'0" 510" W1 -N6 210" 216" 220" 114" 4'0" 7'6" W1 -E1 410" 5'0" 290" 194" 516" 29'6" W'2 -E1 890" 616" 210" 0'0" 27'0" 616" W'3 -E1 610" 3'0" 210" 1'4" 24'6" 12'6" W4 -E1 6'2" 2'2" 2'0" 114" 17'0" 20'10" W'1 -E2 4'0" 4'0" if 210" 2'4" 11'6" 1'6" W'2 -E2 490" 4'0" 2'0" 294" 10'0" 310" W3 -E2 210" 410" 210" 010" 6'0" 790" W4 -E2 210" 490" 210" 0'0" 10'0" 310" W1 -E6 626" 3'0" 2'0" 194" 690" 44'0" W2 -E6 2'0" 410" 21011 1'4" 12'0" 37'0" W3 -E6 616" 390" 290" 114" 24'0" 2690" W4 -E6 416" 496" 210" 1'4" 31'0" 1716" W1 -E7 510" 390" 12'0" 114" 210" 10'0" W1 -S1 2'0" 210" 210" 114" 776" 25'0" Wl-S2 3'6" 390" 2'0" 1'4" 5'6" 7'6" W2 -S2 3'6" 3101/ 2'0" 1'4" 916" 3'6" Wl-S3 610" 490" 290" 114" 396" 816" W2 -S3 3'0" 490" 290" 194" 1190" 110" W1 -W2 210" 610" 210" 114" 99 0" 4'0" W1 -W4 490" 510" 210" 1'4" 32'0" 716" W1 -W5 2'0" 390" 2'0" 210" 420" 48'0" W2 -W5 21011 3'0" 210t1 114" 8'0" 44'0" W3 -W5 210" 390" 2'0" 194" 11'0" 4190" W4 -W5 2'0" 3'0" 2'0" 114" 27'0" 25'0" W5 -W5 2'0" 390" 210" 114" 3096" 21'6" W'6 -W5 210f1 310" 210" 1'4" 34'0" 1810" W7 -W'5 210" 370" 210" 1'4" 38'0" 14'0" W8 -W5 210" 310" 290" 194" 44'0" 810" h'9 -W'5 210" 310" 210" 1'4" 48'0" 410" W10 -W5 2'0" 3'0" 2'0" 114" 52'0" 090" W11 -W'5 210" 190" 210" 114" 53'0" 1'0" W12 -W'5 2'0" 1'0" 210" 114" 320" 51'0" COMPUTER METHOD SUMMARY Page 6 C -2R Project•Title: WOLK - HOUSE ADDITION Run:, 018 02 -Jul -92 -------------------------------------------------------------------------------- FINS Left Fin System Name Right Fin Glazing -------------------------- R -value Credits Exten -------------------------- Dist ---------- Exten Dist Glazing ------------- Fin Fin above to Fin Fin above to Name Height Width ------------ ------ ------ Depth Height ------ ------ glzng ----- glzing Depth ------ ------ Height ------ glzng glzing ----- ------ None GasFurn87.2 Furnace 0.87 SE Attic THERMAL MASS AC11.5 Air Conditioner 11.50 SEER Attic R-5.6 Vol Cond- Area Thick Heat duct- Form 3 ,Inside Location/ Mass Name Type (ft2) (in) Cap ivity Reference R-val Description -------------- -------=- Zone = B\R2-SPC ----- ----- ---- ----- ------------ ------ ------------ FLR-S2 . Floor .. 1516 3.5 28 0.98 S1ab140C 2.00 Zone = LVG-SPC `I FLR.-S1 Floor 2075 3.5 28. 0.98 Slab140E 0 SOLAR GAIN DISTRIBUTION Glazing Winter Summer Targetted Name Fraction Fractign Thermal Mass ------------ -------- -------'- ------------ None HVAC SYSTEMS Location/Description ------------------------------ WATER HEATING SYSTEMS Tank Rated Pilot Special # of Capacity Rated Standby Input Size Features/ System Type Heaters (gal) Efficiency Loss (Btuh) (Btuh) Credits ----------------- ------- -------- ---------- ------- ------ ------ ------------ Storage Gas 2 40 0.92 RE 3.64% 26000 -- Storage Electric 1 40 0.99 RE 0.80% 14380 -- Duct Location System Name System Type ------------------- Efficiency and R -value Credits -------------- Zone = B\R2-SPC ---------- ------------- ---------_----- GasFurn89.7 Furnace 0.90 SE Attic R-5.6 AC12.0 Air Conditioner 12.00 SEER Attic R-5.6 Zone = LVG-SPC GasFurn87.2 Furnace 0.87 SE Attic R-5.6 AC11.5 Air Conditioner 11.50 SEER Attic R-5.6 WATER HEATING SYSTEMS Tank Rated Pilot Special # of Capacity Rated Standby Input Size Features/ System Type Heaters (gal) Efficiency Loss (Btuh) (Btuh) Credits ----------------- ------- -------- ---------- ------- ------ ------ ------------ Storage Gas 2 40 0.92 RE 3.64% 26000 -- Storage Electric 1 40 0.99 RE 0.80% 14380 -- COMPUTER METHOD SUMMARY Page 7 C -2R Project Title: WOLK - HOUSE ADDITION Run: 018 02 -Jul -92 - REMARKS, NOTES, AND EXCEPTIONAL FEATURES 1. This building includes glazing with non-standard Open Type. ;MSHEET andatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance appnoach used Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimatn component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or_pn this checklist only. DESCRIPTION I(Reference loc . on plans or DESIGNER I ENFORCEMENT Building Envelope Measures notes on shts. * §2-5352(a): Minimum ceiling insulation R-19 weighted average. Sects. E-12 §2-5352(b): Loose fill insulation manufacturer's labeled R -Value. Sects. *§2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). 12-5352(k): Slab edge insulation - water absorption rate no greater than 03%, water vapor transmission rate no greater than 2.0 permimch. N/A E-12 §2-5311: Insulation specified or installed meets California Energy Commission (($C) quality standards. Indicate type and form. §2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. N/A §2-5317: Infltration/Eafiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified, . c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. E-14 §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. N/A §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing S em Measur Info. by A/C contractor or supplier §2-5352(ga and 2-5303: Space conditioning equripment sizing: attach calculations. E-5 E-11 §2-5352(h) and 2-5315: Setback thermostat on all applicable hearing systems. E-11 * §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. E-6 §2-5316(b): Exhaust systems have damper controls. E-4 §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. E-10 §2-5314: HVAC equipment. water heaters, showerheads and faucets certified by the CEC. E-6&10 §2-5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); first 5 feet of pipes closest to tank insulated (R-3 or greater). E — 9 e E -9d §2-5312(Exception l): Pipe insulation on smam and steam condensate rerun & recirculating pig. §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on hearer. c. Plumbed to allow for solar. 2. 75 percent.thermal efficiency. 3. Pool cover. 4. Time clocit. 5. Directional water inlet. N/A Lighting and appliance Measures §2-53520: Lighting - 25 lumens/wau or greater for general lighting in kitchens and bathrooms. E-7 §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. E-10 §2-5314(a): Refrigerators, refrigerator -freezers, hr==s and fluorescent lamp ballasts certified E-19 by the CEC Indicate make and model number. Foam Revised December 1987 IF APPLIES GENERAL NOTES SHEET E 1. ALL.PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS)Ib6E CAULKED,SEALED OR WEATHER STRIPPED. SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2.' ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. _ DUCT CROSS-SECTIONAL AREA OF.'6 SQ. INCHES b) DAMPERS TO .' DUCT. ACCESSABLE FROM INSIDE F.P. ...AREA -c). —.FLUE—.DAMPER—.TIGHT-FITTING READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6. A/C DUCTS TO BE INSTALLED PER 1988 U.M.C. & INSULATED 0- INSUL.- GAS EQUIP.) 8 (2" INSUL.-HEATPUMP EQUIP.) 15# DENSITY TYP. 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT OF 25 LUMENS/WATTS OR GRATER. 8. FAUCETS 8 SHOWER HgADS TO BE WATER SAVING TYPE 8 CERTIFIED BY C.E.C. 9. W.H. TO HAVE. a) 11-60 HIGHT PLATFORM. b) . VENT THRU ROOF. c) ADEQUATED CONBUSTABLE AIR VENTING_ _ d) R-3 INSULATION 5'-0' TO 8 FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING. f) R-3 INSULATION ON CIRCULATING SYSTEM. g) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. 11. A/C UNIT TO HAVE a) SIZED 8 CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT- ION TO HAVE MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WOOS. @ CONDITIONED SPACED DUAL -PANE. DOORS 8 WOOS. TO BE FUL- LY : , WEATHER STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON TRACT- OR -OWNER TO SUPPLY MAKE AND MODEL. A KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS PROJECT: . SIIEEl' y DATE: JOB NO: ' 1647 Hartnell Ave.. Suite 5 „Redding. California 96002 (916) 22248388 FAX (916) 221-2266 BY: f .#)?4Ge - goUSE FIRE. ZF-pARATJb-1 Ak.TEe2 NgTES ALMeAJ47-e 4P. PR o V / Da Fg Type �( �yPs4/,Wf 8 oq r D AT Au e0 AMUC ) ffow5'fE Ini4uj uP To R oo F P Ly . f4L%h' A))f_rE if- Z PROVIDE s/&,r TyPE X°. AYI-SuOl ZoIfRD . To AU- z5;,zA6E Wfu-s' AND To CE1L1NG To1,ST (ZX10 & l6"%�. �/S� S-1(,, To T/E E�Gfi 6,-Y. To Pj+FT?EK rr_Ajb G y B uo/C . u5E- G. M 41J4> R4F7rR —/0 c oP PL.4TE. AL7E_PN#TE 4f-3*'. pR ov IbF_ vB "TyPE_ "�C 'OY/0rUW 60ARD 70 444 G,I9,4C;,e WAWS y�su� f3oAilo --p 2 xt o C, Sz y Ga/c , KLH PACIFIC, INC.2 CIVIL ENGINEERS. LAND SURVEYORS PLANNERS PROJECT: SHEET: -' DATE: JOB NO: 1647 Hartnell Ave., Suite 5 Redding, California 96002 (916) 222-8388 FAX (916) 221-2266 BY S. o-6, kl yplelwaa y 6c X#N00 L*v4- CfP . '7T ..,^ t-.}.. 4.,. i i f x_7A �. t i - 1 i c6.vs rK�ecTW�J T." } t l; F1.0 - S ua W 4(.(_— 2' /_ 11 1-0 11 I 1Q y Q 7_� GoNS7�u�7�o�G. , I i ARI GL r. Izou r /Avzo i -Al,* 1 I G"P W/ Ns -zov s«ao BO/JA gy �,J( /oR-lT l r REF.' pr,-r*L "Ps v s t I G"P W/ Ns -zov s«ao BO/JA gy �,J( /oR-lT l r REF.' pr,-r*L "Ps v RESIDENTIAL_ PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR I. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required including supporting walls and posts, etc. Two exits on three-story dwellings (sec. 3303 & see Mezannines - Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances - L.P.G. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. CDF responsible area requirements. 12/90 on garage side requirements. 1716). �. Coo201NA,771E7 P(_pj\Js Wim�rNEC-2clv�: A SHUke- WA<t S Th P� 1 EYED ON PLhfX 1D TTBIE O N S --IO(C /1c.0 S) U P- 9 DeT? L a eE iCr--weD TD PSS , c . 1��Tk�LIJ E- D6I-XI LC f� rt 5 TO BE MYW TD PMNs TD BE r—e-LI eD `Tb pUCfJS E. `(L fitdLo-oowtis, Evtwe6 C �oNNEc us Ta �� INd�1C� p �N PUNIZ F, H (L -n ( Crjlcr_ BGL-TS D BE SpC-Of leD �3y Oja I. w6egp O2 6U9P6r_jj0 $e Icec )5\(MuAc 10j FEPOM kae I QACCU L9ATt 1Q Gv9. 742 10 vs • 400 to matin oo ►.er i Kcc-uOE c&'v_0LAo)`4 Foa 2 & fVs pato 1 La_,L- TeLC wAz Ftek2 3. j=OUW0Af1ON PLAA.J�►JD SECT (DO -� 1p'o UOT-, .Sitow TccrRl )a vtipce 4. ��eN�.G�S l.►J !� ��s- Freeo �1tT�-rf�i�s CkDJ�t'�'f ` �Er ��� iN Coos 6orArAu P1CAn vJG w tTrt- eG YYL9 USeD jae._V_�P0J(O — C',IIDL11114?>6D 1N 'r�luy "am ) RESIDENTIAL PLAN CHECKING GUIDE (S.F.,-DUPLEX & MISC. ONLY) 12/90 Bldg. Permit # OWNER A.P. # GENERAL Flan Checker 1. Zoning requirements: (sideyards and number of permitted living units). 2. Valuation. 3. Plans signed by designer. 4. Proper description of work on application. 5. Existing violations on property. 6. Items on data sheet. (W.C. fees, Health, Developer Fees, License law, etc). 7. Recorded notice of violation. PLOT PLAN 1. 2. 3. 4. 5. 6. Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map, ustible, and foundations). FAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). FLOOR PLAN 1. Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Sec. 1205). 3. Required windows for second exit (Sec. 1204). 4. Skylights (Chapter 34 & Sec. 5207). 5. Human impact glass (Sec. 5406). 6. Required room sizes, ceiling heights (Sec. 1207). 7. GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). 8. Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. 9. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. 10. Garage firewall, door size, and closer (Sec. 503(d)(3)). 11. 1 - 3'0" exterior exit door (sec. 3304 (f). 12. Fireplace and wood stove location, alcoves, and clearance. 13. Smoke detectors (Sec. 1210). 14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 1. Standard bracing or engineered design (Table 25V) 2. Unusual shape, size, or split level house requiring lateral design. 3. Foundation plan complete enough to construct building. 4. Floor construction details complete enough to construct building. 5. Elevations and wall construction details complete enough to construct building. 6. Roof construction details complete enough to construct building. 7. Fireplace construction details and calcs if necessary. 8. Rafter ties or bearing ridge beam. 9. Garage door or porch header sizes. 10. Stud heights. 11. Adobe soils - special foundation design. 12. Retaining walls requiring design. 13. Special Inspection required. ��, wcL� ACpt^oma :`o�` ✓ j�2 THC FOI.LO W r N G NE E 1) TD fir= I NCLU 'c e p k�Yr✓� O)J TH I.. pLA US .', MAMEC) w rr++ T, S-10 o'f .oALCS. z • P- 9 O t -J 3. o rJ �DLMtis , 4• �.�t.I ItJ G WALL DELI L 5, ALL HOLD- OOUA1� i COtQQCCT1G J -S SPF-Ctf /E -P E3`/ J�-NGI o W�ti. H I L'f I ou Icr aoLT-c -a p --E SU profTEo By �'vG t.�CElL'-i ' CA C S 01Z. tCr�o ><v�LUrcRoN FC -Por -T— 7. 'cDUPjD, roN r�.�- J A.t�C :`c'�or.� ✓_ �t-io W NO UI.J�E,� I NG Wf�LL IQ �� (}l=S'i� W 1►J G .. C �3 W SU��a f� ' 1 pGE - ALIGN W ALL g, `=.»L�r'•�! `��UISfONS Mfiy NEC�SStT�'f� �1�Z11�16 �EVISI�t�l� W 1,X T Af F Ecrr L Mt, , , �L CkLCS . ►tic�t �-7-L�Mtt,3 5LE=f[JG TAC ILM M FAMILY goo t11.CFUCWAC S + W.H.'S LOCrkLD (OHF-WQICA.nW6 W17)- F\MIL`/ ?OGM.) SES UMC Sir -C. -704--S. l\NAO UFC. CI0- GC -tool. � � ��CCI�T- NEEDEL� ISSUANCE �� go�IN rf, .6 -VH C j=oLLo w rN c NEE p TD 131�-7 1 Ncw 0,CD KrEy o oU T�-1 ;�7 pL�.US !. SI- (�--A UJALUS Wim+ T, SS --110. Or CALC,S- z P- 9 DC-rjL KC�geO FLANJ6 . 3. �,LTL2N tET��LS 1� -tj5 Y,04�G ON r,)LAtJS , 4. 4�C�T;KN )N G WALL De -T7-11_ ItIt/' 5. P,LL . HOLD- DCUJ J ; ; Co1JQC'cT'tc) `s spr clf rE 13Y �NGr NEc e ib H I LT I Q u 1CC So L'r5 "b F --E 5 u prof.Tco By CALC- G l�-, � ct�o CvI�LU�rtaN ��.po�c-- . (. I /Z U ? .ct I �u �S'i �; ►� w su�pa�n `2 eJI5 (aNS -Mk`/ LAZ I I`J 2. EUI wHloi / M V CL l M 1 w Aj-r- =LEC- P; QC FAC I UM IEZ fAM,L,( f'Com . ( FUe NAC. S + W, WS LOC," -1t0 1N (OMMUNICAnQ6 V.,f7H FAIMIL`J OGM ,) s EG U rn C sec -104-54. lktio u pG C► SCfICOL � � pEcel - �1fEDE0 �e10� Tc I«UAivC` �Vkalr to D •D(APtt2�6AS — w� "(u )T CarnPL'My 1Nxcu►DCQ ON s� 4 KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS PROJECT: SHEET: DATE: JOB NO: 1647 Hartnell Ave., Suite 5 Redding, California 96002 r'—Y.. (916) 222-8388 FAX (916) 221-2266 i ` STN o t cn/T { s 61.a. 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LawT��iapi.s - r / .iJ `I 9AA; `• rFPOJ(/�= A /t/N .g" •4 /� '�h'8¢Q_ il• iolL....... - 11 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 IN PuAt PA DATE (p�Z9%92 IC �4 , din c CC. 4&11 Irrrnda l 1047 fF� A.P. # ON- 430-06S `v;th reference to the above subject: �l Attached is: Application for permit Building Plans Engr. Calcs Owner -Builder Verification Form OTHER Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced L1 We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ 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 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. Should you have any questions concerning the above, please contact of this office. JFG / a j Yours very truly, William Cheff Director of Public Works Ih F.ieGlanderf Building Inspector Permit Applicant: PC1-6la Permit No.gZ-ZOZ2 A. P. No. Date: The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, and calculations as follows: If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 3:00 PM and 5:00 PM; Monday through Friday. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 DATE 6-29-92 WAYNE PARKER ?E: WORK ADDITIONS KLH PACIFIC, INC 1647 HARTNELL AVE SUITE 5 A.P. # 011-430-005 REDDING CA 96002 With reference to the above subject: " 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. • Fees of $ 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 plansand 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:. 1469 -.Humboldt -Road, Chico 7 County Center Dr., Oroville 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. OTHER—SEE ATTA�HEn Should you have any questions concerning the above, please contact BARBARA WILDING of this office.BETWEEN _3 & 5 P.M. Yours very truly, cc: ROBIN TRENDA 1434 NORMAL STREET CHICO CA 96002 JFG/aj William Cheff Director of Public Works J.F. Glander �" Permit Applicant: Peter Wolk Permit No. 92-2022 A. P. No. 011-430-005 Date: 6-29-92 The above referenced building plans we`re reviewed by this office. Provide additional information and/or make revisions to plans, specifications, and calculations as follows: 1. All engineering requirements are to be fully coordinated with, and shown on the plans. Separate structural details stamped and signed on 8z x 11 are acceptable if properly referenced to plans. 2.- Plans must be reviewed by the design engineer for conformity with requirements. See letter enclosed regarding -partial engineering. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 3:00 PM and 5:00 PM, Monday through Friday. Joh' R. Hbnry---- Plan Check Engineer ' 1647 Hartnell, Avenue, Suite 5 l(LH.PAMFIC, INC. Redding,CA 96002 000- Office (916) =-8388 CIVIL ENGINEERS, LAND SURVEYORS FAX (916) 221-2266 PLANNERS / SHEET: Cl ' |DATE: 5-26-92 JOB NO: 92046.00 BY: WAYNE PARKER r �STRUCTURAL CALCULATIONS ^ WOLK ADDITION 1481 RIMROCK ROAD CHICO, CA 95928 ` CONTENTS PAGES 1. COVER SHEET AND GENERAL NOTES C1—C4 2. LOADS L1 3. PROJECT DESCRIPTION ` P1 4. EXISTING WALL LOAD CAPACITIES E1—E4 5. GRAVITY FRAMING G1—G3 6. DIAPHRAGMS D1—D2 7. SHEARWALLS S1—S10 B. FOUNDATIONS . F1—F2 9. ICBO REPORT #4398 1-4 . / 069 0 ca rm �� / ,.~,.°~ 51, %Clw-000n-t- OF ^ MEMBER m, �=~— KLwH ' ENGINEERING GROUP, INC. ` ' 9 i-- C2 GENERAL NOTES: FRAMING LUMBER 1. All Framing Lumber shall.conform with provision of the American Softwood Lumber Standard PS -20-70 and each piece shall bear the grade stamp of an approved grading agency. Framing Lumber shall be Douglas Fir S4s, unless otherwise noted. All wood in contact with concrete or masonry is to be pressure treated Douglas Fir. The following grades shall be the minimum acceptable grades (U.N.O.) on plans: A) Studs - 2" to 4" thick, 2" to 6" wide, No. 2. B) Beams, headers, and post 1). 2" to 4" thick, 5" and wider. No. 2. 2). 5" and thicker No. 1. C) 2 x rafters and joist No. 2. D) Plates and blocking Standard or Const. Grade 2. Plywood sheathing shall conform to PS 1-83. Maximum unframed holes in sheathing shall be 3" in diameter, See plans for roof, floor and shear panel sheathing and nailing. 3. All framing anchors, clips., straps, hangers, etc. shall be manufactured by Simpson Company or equivalent. 4. Nailing Schedule: See table 23-Q 1988 UBC. all,nails exposed to the weather shall be galvanized. 5. Anchor bolts to be 1/2" x 10" long, embedded 7" into concrete, within 12" of.ends of plates and corners and 6'-0" 0/C (U.N.O.). GLU-LAM BEAMS: 1. Simple span glu-lam beams shall be a combination of 24F -V4 DF/DF and continuous or cantilevered glu-lam beams shall be a combination of 24F -V4 DF/DF as established by the American Institute of Timber Construction (U.N.O.). Industrial grade appearance (U.N.O.), exterior glue, dry condition of use, and shall conform to the requirements of U.B.C. standard 25- 10. Manufacturer to provide a certificate of compliance for all glu-lam beams. r C3 PRE -FABRICATED TRUSSES: 1. All Truss designs shall bear the name and seal of a licensed professional engineer. 2. Truss manufacture shall submit drawings and calculations to all governing agencies for review before fabrication. MANUFACTURED JOIST: 1. Manufactured joist shall be Truss Joist or equivalent. 2. Joist manufacturer shall furnish shop drawings and calculations signed by an engineer licensed in the state of California, and shall be responsible for any requirements of the building department. 3. Joist hanger capacity to meet or exceed joist shear capacity. 4. Extend all post and trimmers through floor to mudsill or provide solid blocking below per joist manufacture recommendations. ROUGH CARPENTRY 1. All flush - framed joist shall seat in Simpson hangers (U.N.O.). 2. Bolt heads and nuts against wood shall bear against standard steel washers,' unless special washers called for on plans or details. Immediately prior to lathing, all bolts and lags throughout building shall be tightened. 3. Lag screws shall'be turned, not driven, into predrilled holes of 2/3 the shank size (DIA.) of the lag.' 4. Contractor shall install sufficient structural sheathing,or bracing to provide adequate stability to the structure during construction. 5. Where plumbing, heating or other ducts are placed on a partition requiring the cutting of the double plate, a steel strap 1/8" x 1/2" x 24" shall be fastened to each side of the top plates with 6- 16d nails at each end. 6. One floor joist shall be added at all interior non - bearing walls longer than 6' - 0" that are parallel to the floor framing. 7. Top of foundation to be a minimum of 6" above adjacent finish grade. 9 d 11 C4 8. Cutting and boring of wood studs: A) Let - ins are not permitted (U.N.O.) B) Non - bearing wood studs may be cut or notched to a maximum depth of 25% of the width of the stud. C) Holes with. diameters less than 40% of the stud width may be bored. D) Bored holes with diameter less than 60% of the stud width are permitted in non - bearing walls or in any wall where each stud is doubled, provided that the edge of the bored hole is more than 5/8" to the edge of the stud. 9. Balloon frame (full height studs) at exterior walls, where sloping ceilings occur (U.N.O.). 10. Use two trimmers each end of each beam and header. over 6'-0" long, and one trimmer each and less than 6' - 0" long (U.N.O.). 11. All studs to have double top plates of the same dimension as the studs. Plates to be lapped a minimum of 48" between splices and shall be connected together with a minimum of 12-16d nails (U.N.O.). i LOADS ROOF FLOOR DEAD LOAD COMPO ROOFING 1/2" CDX PLY TRUSSES @ 24"o. c . 5/8" GYP. INSULATION MISC. DEAD LOAD FLOORING 3/4" T&G PLY FRAMING 5/8" GYP. INSULATION MISC. 2.2` 1.5 2.0 ' 2.9 1.0 2.5 12.0 PSF 1.5 2.3 2.0 2.8 1.0 .4 10.0 PSF L1 LIVE LOAD 30 PSF (SNOW) LIVE LOAD 40 PSF EXTERIOR WALLS � INTERIOR WALLS STONE VENEER 3/8" PLY 1.1 1.1 1/2" GYP. 4.4 1X6 SIDING 2.0 40.0 2X4 @ 16" o.c. 1.1 2X6 @ 16" o.c. 1.7. 1:7 MISC. 1.5 1/2" GYP. 2.2 2.2 INSUL..& MISC. 3.0 3.0 7.0 PSF 10.0 PSF 48.0 PSF LATERAL WIND 80 MPH, EXP.. C, I=1.0, qs=17 psf, Cq=1.3, Ce=1.2 @ H<20' Ce=1.3 @ 20'<H<40' H<20' P=26.5 PSF H<40' P=28.7 PSF SEISMIC ZONE 3 (Z=.3)9 I=1'.01 C=2.751 Rw=8.0 V=.103W SOIL CLASS 41 TABLE 29-B (1988 UBC) ( LAVA CAP -CONSERVATIVE > ALLOWABLE BEARING PRESSURE 1500 PSF. PASSIVE LATERAL PRESSURE 150 PCF/FT ACTIVE LATERAL PRESSURE 35 PCF/FT COEFFICIENT OF FRICTION .25 a I(LH n J -INC' . CIVIL ENGINEERS, LAND SURVEYORS PLANNERS WOLK RESIDENCE - ADDITION AND REMODEL PROJECT DESCRIPTION 1647 Hartnell Avenue, Suite 5 Redding, 'CA 96002 Offioe (916) 222-8368 FAX , (916) 221-2266 J The proposed additions and remodel to the Wolk residence at 1481 Rini Rock Road, Chico, California consist of a guest addition of 1044 square feet at the south end of the, existing structure and a new garage addition (704 square feet) west of the existing garage. The existing garage is to be remodeled into the second family room, and office (615' -square feet). The existing structure was built in 1986 and at that time the local building department did not require a full lateral (wind and seismic) analysis prior to permit issuance. Therefore, a lateral analysis of the existing structure will not be performed, however the new additions, will be designed for code level lateral loads without adding additional lateral loads to the existing structure.. Also, where we have proposed to remove portions of existing walls for windows and door openings, we will determine the existing lateral and gravity load carrying capacities and provide a retrofit design for the new walls to equal or surpass the load carrying capacities of the existing walls prior to remodel. B A MEMBER OF KL H ENGINEERING GROUP, INC. S. LH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS PROJECT: SHEET: DATE: JOB NO: ^ 1647 Hartnell Ave., Suite 5 Redding, California 96002 (916) 222-8388 FAX (916) 221-2266 BY: . -- T -moi+`" i" ._ _T � f' ► of ' F S'T 50any wAt L n S7-AdVl-1 'W0 koc oodat')s WI/�l(_-) oT 0 SJJ VW r4• ?4= Z t KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS D T6,P,,yl I N� A 7�2sa Cr�P.4ciT� a F £ wsf PROJECT: SHEET: DATE: "JOB NO: 1647 Hartnell Ave., Suite 5 , Redding, California 96002 (916) 22248388 FAX (916) 221-2266 BY: "Ayo- No e?l-y �.T �l; { V ► { r 7.5 �. S Z 5 P L -r - pi o�gC.�ofj+ 3goo'� -. a . 3/6 C -ox pz-y w/ c C., N' boo f t ' Foie; Z&y%o« �Ly CQ�C/ Ty 7 z16 7o S N,�,42 yv��L S7lr¢/S1c /Ty C,fAWC. Ty �1,;i C/0 11404-oowA)sJ M Rlzs = �76.oZ5)Z/z•+ 9y(1zs)],Uv= F7- 6T = v ( /J' L FIF TI. WR pc = -7'( s if ,.I z1 Y pi -F ' e C 0) = i5 0 W I pts �F- goy . .,-.4—r — . ,. IJ rt, k/ T3 CO�liJ DSS/6 N - X �� ! f v I p c- = Z 7 `/ el -F wt,c= 53o PAF 8 a y �c>` �T��- .�Z16 � � I�,ST►2 � P FIs I �zs R PROJECT: SHEET: KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS DATE: PLANNERS • JOB NO: 1647 Hartnell Ave., Suite 5 Redding, California 96002 BY: (916) 222-8388 FAX (916) 221-2266 FIF TI. WR pc = -7'( s if ,.I z1 Y pi -F ' e C 0) = i5 0 W I pts �F- goy . .,-.4—r — . ,. IJ rt, k/ T3 CO�liJ DSS/6 N - X �� ! f v I p c- = Z 7 `/ el -F wt,c= 53o PAF 8 a y �c>` �T��- .�Z16 � � I�,ST►2 � P FIs I �zs R %- KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS PROJECT: SHEET: e7 DATE: JOB NO: -- 1647 Hartnell Ave., Suite 5 , Redding, California 96002 (916) 222-8388 FAX (916) 221-2288 BY. i 7I L44321b j'ZSZO �7-et v iY a KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PROJECT: SHEET: DATE: PLANNERS JOB NO: 1647 Hartnell Ave., Suite 5 Redding, California 96002 (916) 222-8388 FAX (916) 221-2266 G BY. PTS -soy H/1° 60 n Wr��= 7Crz�rio 9 TO -77 �t o4- _ C17)t fo Z ,o(-. (iv Lc fi Cso% = 7- ° 4v= 9;07 sx l y, E>E�zy �a✓ T)t 8 e =ze�lc lx 107 z - Z X/z o� AL,= 3(,o max= 101 ti-&=ro G�/z�flo - Z.If; —0 _sy ` 7o '6 L � L (r "'e -re, -r ZOO & A Z% ` z8y KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS PROJECT: SHEET: DATE: ' JOB NO: 1647 Hartnell Ave., Suite 5 Redding, California 96002 (916) 222-8388 FAX (916) 221-2266 6; e A j rQ /N'� BY: { a wt C -c- l / 5 C �;O) Ri� � � 37 3 7� �z � ` - o . Scys� sZz9 � R-rTe- Au Te- Au=yz '' Z6j ° lz)pis 106- Ato.5- 7 �!;A 7�sA 3�) Sx - V-7 = Z6 4,b Zr = -38O T � ��PROJECT: H PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS SHEET: DATE: JOB NO: - 1647 Hartnell Ave., Suite 5 Redding, California 96002 BY: (916) 22248388 FAX (916) 221-2266 GIRl4ViT� �� 7. F I ± 12 -3 of 7 z .may/ f 1 T Z x p173X L r � 9 P9 KLH PACIFIC, INC.' CIVIL ENGINEERS. LAND SURVEYORS PLANNERS PROJECT: SHEET: DATE: JOB NO: ^ 1647 Hartnell Ave., Suite 5 Redding, California 96002 (916) 222-8368 FAX (916) 221-2288 Dt !d.- P H,-64- 6 -of o BY. 7 ±• t. 1. .��.i }'-T a -F' n/D w t w= 9' C 2 6 s ps-r _' 2 Pt_ l�nrr�zo� .w = C3 -7(/2) + 1-I (z/6) + s, sCi o� +2-616)3. io't LF J W of p LAILvZN-s r I (/z) -f-. 1,06' t yC2jCj��.jo3 - is 8 QEF 4 s, wzwc-cac # v U' (�l Z 3$ (Zo. ZSR '/87g yl; -jq Z'► T? Z. Z3s (o.as) Y87y Y�7R 3�.s ria �3 isq C&• 7s) 1?i�ll 13�i1 u, 7 I f 9 21 Ci C k -7 + jg14, yo.s 97 H odznS 5�q7 d, 72-4,4- 11.67 use Z i/CDS PL �qL'-crco) ,700 (c -Cox To F/vvs 'f/v o ,viyi L W� So/0' ( AOlC-'F'AA . Rr I�soCz)=33oo e �v( : -/Z't,o i KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS 1647 Hartnell Ave., Suite 5 PROJECT: SHEET: DATE: 6'4x/ * gF: '4O0/ i op JOB NO: Redding, California 96002 (916) 222-8388 FAX (916) 221-2266 Op BY: N S 1N i r• -Ib W` 2 ,!0 = Zlz pup JA) �GoNV �v7ro�A-� y/,+L ,R-7, R8 i3 /S Na ['oNtiEC 4K 11 I'LL OD t F (ftp 7o 6 ,I— 91-1e//J aCefL j #9,91P4iv ADiDS No l�nO/7�onlAt- L<17 � 7-o R, t PEW SHro Root ,Jr IPH%C/4Tp N Ii: zy Peems/! G,4,'lo 144= I ,56 i�)Z�z = S��L'`�—f=r ql = /�o -r= 372' CS /50 �7�i4NS c LH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS PROJECT: SHEET: DATE: ` JOB NO: 1647 Hartnell Ave., Suite 5 Redding, California 96002 (916) 222-8388 FAX (916) 221-2266 �AW ),1,449 BY. m -7 Z(oq a r e 3lo/C. off, r�S „ r'z�r v rc, P -r a- 'p 3 �Rw►� JYl Fic�rz. Flow, �� �' P'4 pc c- rroy.fs -- Z-3 `% + y87-7 w = �CrZ�+6C/o)frs qq I Z9 7 477�� Nysc S W4 Lc- s W Ir-> C— _ Z C,z�- lo'< .�o) _. r2yPcr- 1 69-7 l69-7 . 7Z6q o ►KR 6 1` 67739 T= y51 14P709 I>✓ yx oi,pj. 43 � FT y SQ Z' �Ty '� �" # y C� IZr�dlc. T c g (A/, I PROJECT: SHEET: KLH PACIFIC, INC. _ CIVIL ENGINEERS. LAND SURVEYORS DATE: PLANNERS • JOB NO: 1647 Hartnell Ave., Suite 5 Redding. California 96002 ' BY: (916) 222-8388 FAX (916) 221-2266 sL�N� X35 � tri' 1k � N• I bill IV ld o�od"' 1� 5�, f� • J va 6 0 O • l/y -q- �v --c-7 ktn 1 KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS PROJECT: SHEET: DATE: • JOB NO: 1647 Hartnell Ave., Sulte 5 Redding. California 96002 BY: (916) 222-8368 FAX (916) 221-2266 —'It 'IrTITT t (-..$ y- . i + r-1 LED 18 Z 7/ p( -F . 0. T 9 o 7�j C g� . _ _ ..r .,..� J9a3Z 1 .. Zl 187 _T= //77 '' t A. 'j ��ihe7/li4rUS fEQ j • 1 s . 0. T 9 o 7�j C g� . _ _ ..r .,..� J9a3Z 1 .. Zl 187 _T= //77 '' t A. 'j ��ihe7/li4rUS fEQ j A KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS PROJECT: SHEET: DATE: JOB NO: 1647 Hartnell Ave., Suite 5 Redding, Califomia 96002 (916) 222-8388 FAX (916) 221-2266 BY. ZT� W/ Sr,�d 6 A 3. a 13 j. S'Cf-z)+8 C/o) _ lydre-F4- .-T CRs z CYo (,2 7 95- • � c f , ZT� W/ Sr,�d 6 A 3. a � PROJECT: SHEET: c KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS DATE: - JOB NO: - 1647 Hartnell Ave., Suite 5 Redding, California 96002 (916) 222-8388 FAX (916) 221-2266 BY. z + yyo�r T/ 1/0 F 7,- y o LI-Y,D zsF - �N j 2l 8 6 '* — Z O [7-01 Tie;9Pk c-a.✓a tH /'j C S /Sm STizAP ZX FLo* -r F:LoG6c<N KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS PROJECT: SHEET: DATE: JOB NO: - 1647 Hartnell Ave., Suite 5 Redding, California 96002 BY. (916) 222-8388. FAX (916) 221-2268 Oar (f [,7 II LF PROJECT: SHEET: c L.I'I PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS DATE: PLANNERS • JOB NO: 1647 Hartnell Ave., Suite 5 Redding, California 96002 BY: (916) 22248388 FAX (916) 221-2266 Oar (f [,7 II LF KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS z y.s PROJECT: SHEET: DATE: • JOB NO: 1647 Hartnell Ave.. Suite 5 Redding, California 96002 (916) 222-8388 FAX (916) 221-26 28 BY. elf (j: —� z 4- t - n�,es� �►�3Cv.s>/Z f�96Ctis)�6G.;.-_ .. 3� . i i wi7H 6u i orr�ck. _ cvr;�,�otiJ 1i= I C4 16-3 X173 (`l H AsA l,� yX .r,., 57a4e Zy �91s. 7-- /570 V-"/ 97)96 W il,l3. N N n 088 ;VI A I ,v c H OR go QTS Pv�-T S��E PS Cu LOAD WIND OR Sra SIN/ LOAD PL E. 2 3X s,„ Z 3 X qs s bs 00 ;/4r�� o 963 1(-$ i87 zll I o 281 57S 99 I �_ 1 sgo_ Zy35. Z30 " 65D 683 / 3 _ /85 , Z53� 632 */. PER TA stE ZS- F 11be u 8 C ? 5ECr10AJ ZSio (6) 2. ct3 S -TRESS IqcR CEASE: Foil wiND OR s cfs w. �C. 3. si/jacE . SILL PI.�TE �d�TS 1►.1 �yl►�soNay car' - M SOLT SrE "4oii La" ALLOW WIND OR Sra SIN/ LOAD PL F 111 5►6,, s,„ ;�,� t/i.0„ 3•,bi. 3i_0,, 842. 140 ►s3 1(-$ i87 zll Zyl 281 337 4Zl ZI) Z30 Zs3 280 31�- 361 9L1 soco 632 NoT�S : 1. 3396 rNcceFAsE Z. SE e, Avo7r s 3. EMMED 3610 Z 8,oL?t PAF It it's CO. tNb WAS WeD ( Loop /S PAoCjgLt.CL) I E 3 ApovF- 7" ►•t 1io . . o/C w.4%, SAAC.0 N6,, n.t4•.�B�R r+�1�►J. , � QecT wirIi�1 eF 1W. pi ,Ec E S. W. BREATHING EDON NAILING ANCHOR DOLTS BILL, NAILING REMARKS O3;gllcb( 6 Iro7c—. V19 110 O 5c;d RENAILING MAY BE REQUIRED. 3. O3/g1,caA 4. &c a y1.oG 5/ro a 3'-fl"•/c PURLIN ANCHORS (PAID). •. 5. BLOCK ALL UNSUPPORTED PLYWOOD EDGES R/2x FULL DEPTH BLACKING. 6. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS (S.W. ) ARE TO BE SHEATHED W/8AME PLYWOOD AS SHEAR WALLS • NAILED W/8d O 6" EDGES • 12" O/C FIELD. 34 vcf IDA rof e C3 o''i/L SHALL BE ACCURATELY POSITIONED PRIOR TO POURING OF CONCRETE. S. s ;/s"coyc SHALL BE STAGGERED 80 EDGE NAILING DOES NOT OCCUR ON COMMON STUDS. OR USE 3x STUDS AND BLACKING AT MOE NAILING AND STAGGER EDO$•.NAILING. o, PK S Q 3 *o It ♦ 4 [ red o '6y 384 I,Iq z SLiS 7�8 -Ts y SHEAR WALL NOTES: (SEE NOTES 1 THROUGH 8 TYPICAL) 1. STUDS 0 1S" 0/C MAXIMUM SPACING. 2. PLYWOOD NAILS ARE TO BE COMMON WIRE NAILS W/1 1/2" MIN. PEN. AT 8d • 1 E/8" MIN. PEN. O 10d NAILS. NAIL HEADS PENETRATING OUTER PLYWOOD LAMINATION WILL BR CONSIDERED RRJECTABLE • RENAILING MAY BE REQUIRED. 3. FIELD NAILING SHALL BE Sd AT 1210 O/C. 4. EDON NAIL PLYWOOD TO ALL POST • STUDS W/HOLDOWNS (RD'S) OR PURLIN ANCHORS (PAID). •. 5. BLOCK ALL UNSUPPORTED PLYWOOD EDGES R/2x FULL DEPTH BLACKING. 6. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS (S.W. ) ARE TO BE SHEATHED W/8AME PLYWOOD AS SHEAR WALLS • NAILED W/8d O 6" EDGES • 12" O/C FIELD. T. SILL PLATE ANCHOR BOLTS, HOLDOWN ANCHORS • PURLIN ANCHORS . SHALL BE ACCURATELY POSITIONED PRIOR TO POURING OF CONCRETE. S. AT SHEAR WALLS SHEATHED ON BOTH SIDES THE PLYWOOD SHEETS SHALL BE STAGGERED 80 EDGE NAILING DOES NOT OCCUR ON COMMON STUDS. OR USE 3x STUDS AND BLACKING AT MOE NAILING AND STAGGER EDO$•.NAILING. i e EEG v41 r-. t S "l P F ooT/1uGr S_ . i 5/9`e Pcp-rq FOcfbR ku.oW. � 61[A Iii PLF RE I NFoRt�irtlsNT Z" $� 1,0 c*o I soo 2—!#y toNT, •os $ 1. OT ISIS 14 Z -*q CoA1T. 37 81, I,/ /("s-0 -Z476 Z ,. 444 co A) r, — a 01r , Vy IZ" of ISOCI dD 3 - a -L1 tcpAj Z'' 1. Ig5o g87S W- +1 q foNT; IZ q Co NT. 5/9`e Pcp-rq 1 SpReADS, *tow," 5/9`e Pcp-rq wOo•rq *tow," kEitir-oRGE•M ENT Z g" a 0 — 4L q DOT'. IS 8" •os zq6/� 37 zy IZOO — a 01r , Vy go Iz" �.3 l z/e5 - #1 mar. . W, IZ" l• 181004, g - 1,t q OoT_ i L 3>0 Za 2.G,G /ice — 2. 66 0 _N �@ 3 4 PROJECT: SHEET: KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS DATE: PLANNERS JOB NO: 1647 Hartnell Ave., Suite 5 Redding, Califomia 96002 BY. (916) 222-8388 FAX (916) 221-2268 i L 3>0 Za 2.G,G /ice — 2. 66 0 _N �@ 3 4 Ga�C. S T�GL! {� q D� jec.5 &— J(�'b�G A"D V/ XY C71f l(7- fN/ i�NCftee-/r'Ns 2c� S�c/n , g�o/J D Yk le I C ISo rme,, ri r i .sqg. tAUA C$P ll?.2�.10�lT�Cl/L . • � �7� KrA � c N� y Z'r do 3'/ �'y tv �E z, s ` ZsG°Psi Ga�C. S T�GL! {� q D� jec.5 &— J(�'b�G A"D V/ XY C71f l(7- fN/ i�NCftee-/r'Ns 2c� S�c/n , g�o/J D Yk le I C ISo rme,, ri r i .sqg. tAUA C$P ll?.2�.10�lT�Cl/L . • � �7� KrA � c N� y J,,�UM Sf ' ► ` o' =`1_ ICBG Evaluation y CON ^ Service Inc. , Asubsidiary corporation ofthe International Conference of Building Officials ' Asn' IM• 6 EVALUATION REPORT Report No. 4398 l .q.rnphl a IYMN II tll 11.•lu•U.•. k�.0 r, la April, /988 Fling Category: FASTENERS—Concrete and Masonry Anchors ANCHOR -IT FASTENING SYSTEMS, SOLID BOND HS -200 EPDXY AND IIST200ADHESIVE a. For use of the'/4-inch-diameter threaded rod in tension: ADHF,SIVES TECHNOLOGY CORPORATION (i) The anchor must be embedded to within a minimum ofIinch 21850 88th PLACE, SOUT1I of the exterior wall surface in a7/it-inch-diameter hole drilled at an angle of 221/2 degrees measured from horizontal. KENT, WASHINGTON 48031 (ii) The design load must not exceed 12W pounds with no in - 1. Subject: Anchor -It Fastening Systems. Solid Bond HS -2W Epoxy and crease for lateral loading. HST -2111) Adhesive. (iii) Minimum wall thickness must be 13 inches. If. Description: A. General: Anchor -It is a two-part system composed f iv) Five percent of the anchors must be tested with a minimum of of an anchor and epoxy paste. The anchor is available in 1/z.,'/m-and '/�-inch two tests. Where the wall thickness varies• at least one test threaded rodsizes manufactured from ASPM A 307 Grade 2 material or must be performed on an anchor which has the least amount ASTM A 19 B-7 material and No. 4, No. 5 and No. 6 deformed -shank of embedment. The tests muss show that the bolts can main - reinforcing bars fabricated from ASTM A 615 Grade 60 steel. lain etensile load of fora periodof5 minutes 1 I(► Solid Bond HS -2W is a two -component epoxy paste contained in a disposable cartridge which consists The percent deviation). The test report must include: test repo I. Test location(s) of a small cylinder within a larger cylinder. The small cylinder contains the hardener. which is kept separated 2. Brick/mortar condition from the resin until the two components are dispensed through a specially designed mixing nozzle. The nozzle mixes the components 3. Bolt movcmenVelong ation 4. Embedment at an accurate Iwo -to -one ratio with a caulking gun operated manually or by compressed depth 5. Applied load air. The nozzles are available In several %izc% to accommodate the installa• tion of threaded rod sizes ranging in size from 1h inch to'/4 inch and rebar The project engineer and contractor must suhtnit a test report ranging in size from No. 4 to No. 6. to the local building department for each job. HST 2(JO is a chemical modification of Solid Bond HS -2(10 to nrvide r higher heat deflection temperature. p (v) One-fifth (20 percent) of the installed anchors must be tested by a special inspector using a torque calibrated wrench to a Installation: The anchor is installed into a predrilled hole that has been cleaned• using either a wire brush and b. For use of theminimt'/a•to hue of 60 ter ol-puthreaded rod in shear: a vacuum or a wire brush and compressed air. A blowout bulb may he used if a vacuum or compressed air (i► The'/4-inch-diameter rod and No. 4 rchar must be em - is not available. The size and depth of the hole and the minimum spacing, edge and end distances must conform to'rable No. 11. bedded a minimum of 8 inches and 4 inches. respec- lively. A cartridge is inserted into the caulking gun equipped with a regulator and mixing nozzle. With the regulator set to approximately 50 pounds (ii) The 3/4 -inch -diameter rod must be embedded a inini- mum of 8 inches into a 7/tl-inch-diameter hole. The No. per square inch• the hole is filled approximately two-thirds full with epoxy paste. The anchor is then pushed manually into the hole, displacing 4 deformed reinforcing bar must be embedded a mini - mum of 4 inches into a'h1•inch-diameter the epoxy forward. and rotated approximately 36Udegrees duringplacement. A small amount of epoxy should be hole. (iii) The design shear load for the Vi -inch -diameter rod and apparent at the surface of the hole to assure Proper placement. Care must be taken to ensure that the anchor bond is not No. 4 rebar must not exceed 1000 and 500 pounds, respectively, with no increase for lateral loading. disturbed for the initial cure period. The epoxy paste must be allowed to cure at the temperature and time p4tiods noted in Table No. I before load (iv)' Design shear value is applicable only to anchors where in-place application. shear tests indicates a minimum mortar quality Dimension and installation criteria are noted in Table No. 11. of 50 psi net. (v) One-fourth (25 percent) of the anchors must be tested by Anchor -It anchors cannot he used to resist pullout forces in overhead and wall IIISIJllallo111 because the epoxy a special inspector using a torque-culihraicd wrench ul a used with the anchors is temperature sensitive above approximately 125`F. Installations in walls and ceilings are permissible, provided consideration niininium torque ol'00looi-ptlunds. (vi) Loads that will be imposed on the anchor must be from proper is given to fire. lateral loading only. Allowable tension and shear values are tabulated for various size threaded rods and deformed reinforcing bars in Table No. IV. C. Use of the anchors must be approved by the design engineer. Anchors using the Solid Bond HS -200 adhesive system may be installed where the d. The anchors must be installed under special inspection in concrete tempera- lure does not exceed 125°F. Allowable loads assigned to anchors using the HST -200 adhesive system must be adjusted in accordance accordance with Section 306 of the code. C. Identification: Solid Bond HS-200und HST -200 are identified in the with Figure No. 1. B. Installation in Existing Unreinforced Brick Walls: Installation of field on the cartridge indicating the manufacturer's name and address. product name and batch number. the `/4-inch•Ji:ureter A 307 threaded nIJ in existing unreinliirceJ brick walls will require the following field justification: Ill. Evidence Submitted: Results of tension and shear tests and descrip- live data. Evaluation reports of 1C'B0 Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specificall v addressed nor as are endorsement or recommendation for use of the subject report. �• This report is based upon independent tests or other technical data submitted by the applicant. The 1CBO Evaluation Service. Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by IC'Bll Evaluation Service. Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 4 .Pa&Iof4 Findings Findings: That the Anchor -it Fastening Systems descrihed in this r.port are alternate types of connections to that specified in the 1985 Uniform Building Corte, subject if, the following condilious: I . Allowable shear and tension loads are set forth in Table No. IV. 2. Allowable loads for anchors subjected to comhine shear and tension forces are determined by the ratio of actual shear to the allowable shear plus the ratio of actual tension to the allowable tension not exceeding 1.00. 3. Special inspection in accordance with Section 306 (a) 12 of the code must be provided for all anchor installations. 4. Calculalion� and details showing that the anchors comply with this report must be submitted to the local building official for approval. S. Anchors using the Solid Bond HS -200 adhesive cannot he used where the concrete temperature exceeds 12S°F. Allowable loads Report No. 4398 as:iigned to anchors using the HST -200 adhesive system must he adjusted in accordance with Figure No. 1. 6. The anchors cannot be used to support fire -resistive construe- lion. 7. The anchors cannot he used to resist pullout forces in ceiling or wall installations, except as noted in this report. 8. The anchors are installed in holes predrilled with a carbide - tipped masonry drill hit manufactured within the range of the maximum and minimum drill hit dimensions of ANSI Standard 894.12.1977 for the allowable shear and tension values set forth in this report. 9. The anchors may he used in existing unreinforced brick walls, provided installation complies with Paragraph'll 8 of this re- port. This report is subject to re-examination in one year. TABLE NO.1 RECOMMENDED HARDENING TIME FOR THE SOLID BOND HS -200 AND HST -200 ADHESIVE SYSTEMS CONCRETE TEMPERATURE MINIMUM CURE TIME Atx,vc hK I . '- hr. 311 mill. afix(till. - — 551: , "I'. (, hr. 401, to 5.51''• 12 hr. 32"1:. to 40'1:. 24 hr. II°ti w 32'h. Nut rrconnlle.10ed TABLE NO. It ANCHOR -IT FASTENING SYSTEMS SPECIFICATIONS AND INSTALLATION DETAILS ANCHOR o o 4-C BD o'.. M S BASE MATERIAL DETAILS ANCHOR -IT FASTENING SYSTEMS 1.7- d, Rod 518' 4, Rod 2W4. Rod No. 4 Bar No. S Bar No. 6 Bar tU Nominal hit di:nncter I Inches) 41.2 41h i1,_ h,,_ Min. hole depths required depth enlhcd. I Inches) l4 41/2 i1;. 51;_ 1,1:. h1;, + A1lchorspacing 1lnche%) _--- n IidEe disllulcr llnchesl ---- 41/• 51�, h11.. 4112 I _Max. tiEhtenin} h,lrple 41-55 — 11N, — ----- ---- — Page 3of4' Report No. 4398 TABLE NO. III REQUCTIONFACTORSI.3 TENSION CAPACITY SHEAR CAPACITY SpaNnp (S) and Edea distance (m) Factor (Ft.) Edge distance (m) Direction Factor S min = O.SS 11.5 to min= 0.51n of IoW toward edge (Fa) 0.5 m min = 0.5m 0.5 m min = 0.5nt not toward edge 0.5 -- --- ­66*u ujatanccswmcntannetwecno.5mandLOm.andanchorspacingwhichfullsbetween0.5s and I.O.S. =The application of load factors is cumulative. Example: Four 5/a" 4� Anchor -It threaded rods are installed in a 2500 psi concrete slab as shown below. Determine allowable tension capacity of anchor No. 1: M S1 = 41/2 in. S2 = 4 in. - S3 = 6 in. From Tables Nos. II and III S = 51/2 in. S min = 23/4 In. m = 51/2 in. m min = 23/4 in. Tension reduction factors: Spacing: Ft. = 0.5 Edge: Ft. = 0.5 1. Interpolate for reduced spacing: S min) (1.0. F.) S-Smin Ft.s, = 0.82 . Similarly, Ft.s2 = 0.73 and Ft.s3 = 1.0. 2. Interpolate for reduced edge distance: Ft. ml = F + mt-(m-mmin) (10•Fj m-mmin Ft. mi = 0.55 Similarly, Ft. m2 = 0.73 3. Combine tension load reduction factors for anchor No. 1: m1 xm2x51 x52x53 0.55 x 0.73 x 0.82 x 0.73 x 1.0 =.24 4. Total tension capacity of the No.1 anchor: 0.24 x 3660 tbs. = 880 lbs. 4 Oaye4.of•4 to W J 0 J0 W = J m J m ~ 0z Z J G Q W LL t- 00 F2 ZW 0 cc W 0. TABLE NO. IV ALLOWABLE TENSION AND SHEAR VALUES FOR ANCHORS INSTALLED IN MINIMUM F, = 2500 PSI STONE AGGREGATE CONCRETE (POUNDS)"•&r ANCHOR MINIMUM F.MBEOtMENT ANCHOR SPACINGS EDGE DISTANCES t•o : y5pp PS SQE (Inerts) (NneMra) Al- Tenalon;a SMu ASTM A.107 GRADE 2 THREADED ROD . " '/a"eb 2'12.. 3'h 21/2 . 2'h 635' .•}'490 1/_ 41/2 342 4'h 3'h 41/2 1,550 1,960 1,110 119 ¢ 3/4 51/2 6'/2. 51/2 51/2 2,930 .1..580 2;300 -40 "� 9 6'/2 6'h 3,820 3,020 1142 9 111/2 9 111/2 12,160 15.000 7,850 9,690 ASTM A 615 GRADE 60 DEFORMED REINFORCING BAR" __W0- 4 411/2 41/2 41/2 2.760 Not Permitted No. 3.350 Nat Permitted No.6 642 61/2 0'/2 4.120 Not Permitted Aim woaiatco tensile and shear values are Ga anchors installed in stone aggregate concrete having the minimum designated ultimate compressive strength at time of installation. r11te allowable tension capacities shown reflect the higher short-term test values obtained reduced by 20 percent to account for the long-term loading -carrying capabilities charac- teristic of adhesive anchors; therefore, the allowable values nuted above do not have lobe reduce) for long-term loading condition. 31 allowable load values may be increased 33 t/t percent for duration of loading, such as seismic or wind. 4Anchor spacing may be reduced up l0 50 percent of the values tabulated. A luad reduction factor must be used for anchors installed at minimum spacing (0.5S). See Table No. II. Linear interpolation may be used for intermediate spacings. Spacing reduction factors are cumulative for groups of three or more anchors. sTension and shear load reduction factor must be used for anchors installed at minimum edge distances (0.5m). See Table No. 11. In the case of ctuner installations, both edges affect the anchor's capacity equally and the reduction factors are cumulative. Linear interpola- tion is allowed for intermediate edge distances. 61'he anchors canna be used to resist tension forces in overhead or wall installations, since the anchor values for this loading condition ate affected by elevated temperature condi- tions. See Finding No. 5 for addition restrictions. 7Special inspection in accordance with Section 3061a) 12 of the code must be provided for all anchor installation. • sLimited to use with the Solid Bund HS -20U adhesive. FIGURE NO. 1 CONCRETE TEMPERATURE SENSITIVITY LOAD FACTOR FOR HST -200 ADHESIVE 1. ou ou tlAJ tzu tau 160 180 200 220 240 260 280 300 TEMPERATURE ff..) Report No. 4398 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Fonin Per Building) Building Department No. School District— /I A.P. Number'-".. -Jurisdiction.' city, E�County Property Owner Property Location/Address INI rc eA 11 51-21.11 Subdivison Lot No. Residential Development E�sq. Footage 170q No. of Living MHI Addition (Group R) Units ' Commercial/industrial -o Sq. otag AA,44;­ Paid by Check Numbe.r :Bank Number `Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification 'Form, the School District is notified by the applicable Local Planning Agency' that this pr6ject is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to. additional school fees to fullv mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feefRrm.wk1 (,c,/92) COB NTpi OF BUTTS jt�� 2 � 1992 CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R ---------------------=---------------------------------------------------------- Project Title: WOLK Run: 270 21 -May -92 Project Address: 1481 F:IM ROCK RD. WOLK (BASE CASE) CHICO CA. 95928 Floor Construction Type: Slab, on gr(---de.��� Building Title: WOLK (BASE CASE) Building Permit Document Author: BOB METZGER �J� �Z Telephone: f65- P6eg oc 3¢2-i68$ Pian Check / Date Compliance Method:. CEC CALRES, Version 1.10 Field Ceiling Check / Date Climate Zone: -------------------------------------------------------------------------------- ------------------------------------------------------------=------------------- 11 Floor GENERAL INFORMATIOP Conditioned Floor Area: 4934 ft2 Building Type: _ SFD Single Family Detached ( S Building Front Orientation: 260 deg (West) Number of Dwelling Units: 1 Floor Construction Type: Slab, on gr(---de.��� Infiltration Control: CEC Standard 0 Outside BUILDI1,G SHELL INSULATION Component Type----------- Insul R -value Location,/Comments -------- ----------------------------- . Door 0 Outside �J� �Z PUP Wail i9 Outside Ceiling 30 Attic Floor 0 Grade D� Slab Perimeter 10 Outside Slab Perimeter 10 Unconditioned GLAZING _ Glazing Area Glass Interior Exterior Overhang Frame Orientation ----------------- (ft2) Panes ----- ----- Type ------- Shading ---------- Shading and Fins ---------------- Type -------- Windor, South 25.7 .2 Clear None None Norte Wood Window North. 195.5 2 Clear None None Overhang Metal Window East 61.0 2 Clear None None Overhang Metal Window East 59.3. 2 Clear None None None Metal Window West 113.0 2 Clear None None Overhang Metal Window hest 14.4 2 Clear None None Overhang Wood Window North 137.5 2 Clear None None None Petal Window North 25.7 2 Clear, None None None Wood Window South 8.0 2 Clear None None None Metal Window South 92.0 2 Clear None. None Overhang Metal Skylight 8..0 2 Clear Norte Pone None Meta l 1-1 6100 hue oGc�S THrDMAL MASS Area Thick Typ,: --------- Exposed? -------- (ft2) ----- (in) Location/Description ----- =•_ o o r No 151,43 3.5 z 1 cor Yes 2075 -0.5 CERTIFICATE OFA COMPLIANCE: Residential Page 2 CF -1R Project Title: WOLK Run: 270 21 -May -92 HVAC SYSTEMS Type Furnace Air Conditioner Furnace Air Conditioner Duct Location Efficiency and R -value 0.90 SE Attic R-5.6 12.00 SEER Attic R-5.6 0.87 SE Attic R-5.6 11.50 SEER Attic R-5.6 Output Manufacturer/Model'# (Btuh) (or approved equal), ------- ----------------------- 48000 GSR -21-23-50 47000 HS -22-411 46000 HS -16-311 A7000 G14 -Q3-60 Maximum furnace heating output: 195777 Btuh Zonally controlled HVAC? No WATER HEATING.SYSTEMS Tank Special Capacity Manufacturer/Model r Features/ System Type (gal) (or approved equal) Credits ----------------------------------------------------------- Storage Gas 50 REMARKS, NOTES, AND EXCEPTIOP<AL FEATURES 1. This building includes glazing with non-standard Open Type. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individuai,krith overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plai to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. 5 CERTIFICATE OF COP"PLIANCE: Residential Page 3 CF-lr Protect Title: WOLK Run: 270 21 -May -92 ------------------- ------------------- DESIGNER • , I�.EU, eaNT2-AL7o2 ' . 1434 Nov m&L 5T. Ll�/Lo GQ, .�I'syZg �. - 347 "_8 2.6 L'lc9/6 lt:_ .7 Signed Date DOCUMENTATION AUTHOR BOB METZGER �/3 E. kl/iLVi E2 ORLQKD eA. �t6 '63 i6,5 g az. 3 1 z OWNER WOLK 891-4550 Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed f / Date Signed Date COMPUTER METHOD SUMMARY Page 1 C -2R -------------------------------------------------------------------------------- Project Title: WOLK (ft3) Run: 270 21 -May -92 Project Address: 1431 RIM ROCK RD. WOLK (BASECASE) CHICO CA. 95928 Building Title: WOLK (BASE CASE) Building Permit # Document Author: BOB METZGER Telephone: Plan Check /•Date Compliance Method: CEC CALRES, Version 1.10 Field Check / Date Climate Zone: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design --------=------ --------------- Space Heating 23.69 Space Cooling 14.35 Water Heating 4.13 Total 42.17 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Proposed Design --------------- 14.62 11.34 5.65 -------- Complies 31.61 Yes 4934 ft2 SFD Single Family Detached 260'deg (West) 1 2 Floor Construction Type: Slab on grade Number of Conditioned Zones: 2 Total Conditioned Volume: 39472 ft3 Conditioned Footprint Area: 4934 ft2 Ground Floor Area: 3591 ft2 BUILDING ZONE Zone Name ------------ B\R2-SPC LVG-SFC INFORMATION Floor Area Volume (ft2) (ft3) 1516 12128 3418 27344 Type ------------ Conditioned Conditioned Infiltration Control Type ------------ CEC_Standard CEC Standard �y COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: ---------------------------------------=----=--------------=-------------------- -------------------------------------------------------------------------------- WOLK Run: 270 21 -Nay -92 OPAQUE SURFACES Surface Area F2 Insul Type ----------- (ft.2) ------- U -value ------- R-val ----- Zone = B\R2-SFC R-val Depth (in) Door 11.6 0.330 0 Wall 162.4 0.055 19 Wall 113.3 0.065 19 Wall 196.0 0.065 19 Wall 98.8 0.065 19 Ceiling 1516.0 0.035 30 Floor 1516.0 -- 0 Zone = LVG-SPC 0 Outside Covered Door 16.7 0.330 0 Door 20.0 0.330 0 Door 28.4 0.330 0 Wall 487.9 0.065 19 Wall 556.0 0.065 19 Wall 14.0 0.065 19 Wall 140.3' 0.065 19 Wall- 333.0 0.065 19 Wall 1075.6 0.065 19 Ceiling 1335.0 0.035 30 Floor 2075.0 -- 0 PERIMETER LOSSES True Solar Form 3 Location/- Azm Tilt Gains Reference Comments ---- ---- ----- ------------ ----=-------- 350 90 Yes 2868-1/2L Outside 350 90 Yes CEC R19-16oc Outside 215 90 Yes CEC_R19-16oc Outside 80 90 Yes CEC_R19-16oc Outside 125 90 Yes CEC_R19-16oc Outside 260 0 Yes CEC_R30-16oc Attic 260 150 No Slab140C Grade 260 90 Yes 2668Wood Outside 170 90 Yes 3068Wood Outside 170 90 Yes 3068-1/2L Outside 260 90 Yes CEC_R19-16oc Outside 350 90 Yes CEC_R19-16oc Outside 215 90 Yes CEC_R19-16oc Outside 35 90 Yes CEC_R19-16oc Outside 80 90 Yes CEC_R19-16oc Outside 170 90 Yes CEC R19-16oc Outside 260 0 Yes CEC R30-16oc Attic 260 180 No Slab140E Grade Perimeter Length F2 Insul Insul Location/ Type (ft) Factor R-val Depth (in) Comments. ----------- -------- Zone = B\R2-SPC ------ ----- ---------- ------------- Exposed 4010" 0.90 10 0 Outside Covered IS210" 0.72 A ,0 Outside Zone = LVG-SPC Exposed 13410" 0.90 10 0 Outside Covered 3010" 0.72 10 0 Outside Covered 20'0" 0.50 10 0 Unconditioned COMPUTER METHOD SUMIiARY Page 3 C -2R Pro-ect Title: WOL_✓. Run: 270 21 -Mag -92 GLAZING SURFACES SC with FMF Glazing ------------- Glazing Area True Open Frame Charactr Shades Shades Name -------------- Type ---- (ft2) ----- ---- Azm Tilt ---- Type ------ Type -------- Name ------------ Open ------ Closed ------ Zone = B\R2-SPC W1-NE1 Wind 13.4 215 90. Fixed hood DSL:;/NODRP .0.67 0.57 W2-NE1 Wind_ 13.4 215 90 Fixed Wood DBLw/NODRP 0.67 0.57 W1 -E1 Wind 20.0 350 90 Slider Metal DBLw/NODRP 0.77 0.66 W2 -E1 Wind 48.0 350 90 Slider Metal DBLw/NODRP 0.77 0.66 W3 -El Wind 18.0 350 90 Fired Metal DBLw/NODRP 0.77 0.65 W1 -E2 Wind 16.0 350 90 Fixed Metal DBL;/NODRP 0.77 0.66- .66W2-E2 W2-E2 Wind 16.0 350 90 Fixed Metal DBLw/NODRP 0.77 0.66 W3 -E2 Wind 8.0 350 90 Fixed Metal DBL /NODRF, 0.77 0.66 W4 -E2 Wird. 6.0 350 90 Fixed Metal DBL,;/NODRP 0.77 0.66 W1 -S1 Wind 4.0 80 90 Slider Metal DBL°/NODRP 0.77 0.66 W1-SW1 Wind 9.8 125 90 Other :"ietal DBLw/N0DRP 0.77 0.66 W1--c-W2 Wind 9.8 125 90 Other Metal DBJ-*w/NODRP 0.77 0.66 WI-SW3 Wind -9.8 125 90 Other Metal DE-w/NODRP 0.77 0.66 Zone .= LVG-SPC 7TI Tz W1 -N1 Wind 9.0 260 90 Other Metal DBL•:*/NODF.P 0.77 0.66 W2 -N1 Wind 9.0 260 90 Other Metal DEL:;/NCDRP 0.77 0.66 W3 -N1 Wind 9.0 260 90 Other Metal DTI L•;/NODRP 0.77 0.66 W4 -N1 Wind 4.0 260 90 Fixed Metal DBLj,•/NODr'P 0.77 0.66. W1 -N3 Wind 24.0 260 90 Slider Metal DBL• /NODRP 0.77 0.66 W2 -N:? Wind 12.0 260 90 Slider Meta 1 Dr-T.w/NOD; ., 0.77 0.6c W3 -N3 Wind 12.0 260 90 Slider Metal DBLw/NODRP 0.77 0.66 W1 -N4 Wind 12.0 260 90 Slider Metal DBLw/NODRP 0.77 0.66 W2 -N4 Wind 14.4 260 90 Fixed Wood DBLw/NODRP 0.67 0.57 -.Wl-N5 Wind 4.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W2 -N5 Wind 9.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W3 -N5 Wind 9.0 260 90 Fixed Metal DBL;/NODRP .0.77 0.66 W1 -E3 Wird 42.0 350 90 Fixed Metal DBLri/NODRP 0.77 0.66 W1 -E4. Wind 20.0 350 90 Fixed Metal DBL'.:/NODRP 0.77 0.66 W2 -E4 Wind 20.0 350 90 Slider Metal DBLw/NODRP 0.77 0.66 W'_ -E5 Wind 10.5 350 90 Slider Metal DEL;/NODRP 0.77 0.66 WI -E6 Wind 18.0 350 90 Other Metal DEL.:/NODRP 0.77 0.66 W2 -E6 Wind .8.0 350 90 Slider Metal DBL:/NODRP 0.77 0.66 W3=E6 Wind 19.5 350 90 Slider Metal DBLw/NODRP 0.77 0.66 W4 -E6 Wind 16.0 350 90 Slider Metal DBLw,'NODRP 0.77 0.66 W1-SE1 Wind 13.4 35 90 Fixed Wood DBLw/NODRI" 0.67 0.57 W2-SE1. Wind 13.4 35 90.Fixed Wood DBLw/NODRP 0.67 0.57 W1-SE2- Wind 24'.5 35 90 Fixed Metal DBLw/NODRP 0.77 0.66 WI-SE3 Wind 12.5 35 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-Sy4 Wind 6.0 35 90 Other Metal DBLw/N0DRP 0.77 0.66 WI-NE3 Wind 8.0 215 90 tither Metal DBL::/P,CDrP 0.77 0.66 W_ -S2 Wind 10.5 80 90 Slid --r Metal DBTw/NODRP 0.77 0.6 W2 -S2 Wind 10.5 80 90 Slider Metal Db,.,1d0DRP 0.77 0.66 wl-S3 Wind 24.0 80 90 Other Metal DBL:/N0DRP 0.77 0.66 w�-S3 Wind 12.0 80 90 Slider Meta1 DELT: /N0 DRP 0.77 0.66- .6E'r1I-S4 WI-S4 Wind 6.0 8O 90 Fixed Metal D3_h/NOD_:F 0.77 0.65 jig' -S4 Wind 6.0 8:: 90 Fixel- Me..aI DB /NODRP 0.77 0.6'� :.:.-S4 wind I . 0 C 9 0 S i de,-• 11e-La1 T-�- NOD -P 0. 77 0.6_ TAIL-W2 Wind 12.0 170 90 Slider MetalDB--Lw/NODRP 0.77 0.66 WI-W4 W i n '20.0 170 90 Slider Metal DBLw/N0DRP 0.77 0.66 W1-W5 Wind 6.0 170 90 Fixed Metal DBLw/N0DRP 0.77 0.66 W2-W5 Wind 6.0 170 90 Fixed Metal DBLw/NODRP 0.77 0.65 W3-W5 Wind 6.0 170 90 Fixed Metal DBLw/NODP.P 0.77 0.66 W4-W5 Win: 6.0 170 90 Fixed Metal DELLA/NGDRP 0.77 0.66 W5-W5 Wind. 6.0 170 90 Fixed Metal DBLw/NODRP, 0.77 0.66 W6-W5 Wind 6.0 170 90 Fixed Metal DBLw/NODRP 0.77 0.66 W7-W5 Wind 6.0 170 90 Fixed Fetal DBLw/NODRP 0.77 0.66 W8-W5. Wind 6.0 170 90 Fixed Metal DELLA/NODP.P 0.77 0.66 W9-W5 Wird 6.0 170 90 Fixed Metal DLLw/NODRP 0.77 0.66 W10-W5 Wind 6.0 170 90 Fixed Me-"---al. DELLA/NODP.F 0.77 0.66 SL1-C1 SI_yl 8.0 260 0 Fixed Metal DELLA/NODRP 0.77 0.66 GLAZING C::ARACTERISTICS SC w/o FMF Glazing ------------- Interior SC Exterior: Charactr Glazing # of Glass w/Int Shade Ext Shade Name. Type --------- Panes ----- U-val. ----- Only ------ Shades ------ Type Shade ---------- ------ Type ---------- ------------ DBLw/NODRP Clear 2 0.65 0.88 0.75 None 1.00 None T_NTER-ZONE SURFACES Surface Area Insul Form 3 Locatic:,j Type (ft2) U -value R-val Reference Comments ----=------ ------- ------- ------------------------------ B\R2-SFC/LVG-SFC Ceiling 1257.0 0.452 0 2x4Stud IOTEF-ZONE VENTILATION Vert/ High Open Vent Height Location/ Vent Type Area Area Diff Comments ------------------=------ ----- ----- ------ -------------------- B\R2-SPC/LVG-SPC CEC Nonclosable Opening 56.0 -- -- C0MPUTER MET HOD SUMMARY Page 5 C -2R Project Title: WOLh Fun: 270 21 -May -92 `,.OVERHANGS Glazing G.?azing - ----------- t Above ri Lem % Right Name Height ------ Width ------ Depth Glazing Extension --------- Extension- ---------=---- W1-N1 310• 310" ------ 1310" --------- 11`1. 310" --------- 910:: W2 -.,T 1 3 /. • 3 1 01, 1 3 1 01, 1 1 4 :, 5 1 6.1 6 1 6 f• W3 -N1 31C" 310" 13'0'1 1'4" 816" 3'611 W4 -N1 210" 21O" 1310" 114" 12'011 1'0" W1 -N3 410" 610" 210" 1'4" 1010'' W2 -N3 310" 410" 2'O" 114" 1910" 81011 W3 -N3 4 .3'011 410" 210" 114" 2610" 110" W1 -N4 4'C" 3'O" 210" 114" 516" 61611 W2 -N4 61211 2 1 411 21 01, 141, 9 1 6,: 012" W1 -N5 2 1 0" 21011 2 1 0" 1 1 4" 4 , O11 113 1 0.1 W2 -N5 3'0" 3'011 2'0" 1'4" 1210" 410" W3 -N5 3'0" 3!011 2'0" 1'41' 15'C" 1'0" W1 -E1 410" 51011 2'0" 114" 516" 2216" W2 -E1 8'O" 61011 210" 0101, 2710" 0'0" W3 -E1 610". 3'0" 210" 1'4" 2416" 5'611 W1 -E2 a 1 01f 4 1 O11 2 i 011 2 1 41: 610" 710" W2 -E2 410" 410" 2101' 214" 10,0" 31 C'1 W',--': 2' O" 4 1 011 2' 0" 010" 610" 7 1 011 W4 -E2 2 1 0`' 410" 2!0" 010" 10' 0'. 3' C11 Wl-E6 610" 3 1 011 2 1 0'' 1' 4" 610" 4410" W2 -E6 2'0" 410" 2'0" 114" 1210" 3710" W3 -E6 616" 310" 210'; 11411 24'0" 2610" W4 -E6 410" 410" 210" 114f' 31'0°° 1810" W1 -S1 210" 210" 2 1 011 1f4" 716-1 25"0" W1 -S2 316" 310" 2'011 1'4" 516" 716'1 W2 -S2 3'61' 3'O" 210" 1'4" 9'6" 316" -S3 6' 0" 4' 0" 2' 0'1 1 14" 3 16" 8161- 161'WWI W2 -S3 2 -S3 3'011 41011 2'01' 1'41' 11'0" 1101' W1 -W2 210" 6'011 2'0" 1'4" 9'0" 410" Wl-W4 41011 51011 21011 114;' 321011 7161' W1 -W5 2'0" 31011 2101' 210" 410" 4810" W2 -W5 _ 2 1 0,1 3 1 0" 2 1 0" 1' 411 8' 01' 4410" W3 -W5 210" 310" 210" 11411 11'01' 41101' W4 -W5 210" 3' 0" 210" 1 1 4t1 2710" ^510f! . W5 -W5 210"1 011 2' 0'1 114.1 301611 2116" W6 -W5 2'0" 3'0" 2'0" 114" 34'0" 18'0" W7 -W5 21011 1011 2101, 1,411 38,0°' 1410" W8 -W5 21011 3'Of' 210" 1'4" 4410" 8'011 W9 -W5 210" 310" 210'1 1'411 48'01' 4'0" W10 -W5 2'0" 3'011 2'011 114" 52'0" 0'0" FINS i Glazing ?Fame ------------ Left Fin Right Fin -----=-------------------- -------------------------- Glazing,[; Lxten Dist 'Erten Dist Pin in Fin above to Fin Fin abov-_ to Height Width Depth Height g1z_ng gl2ing Depth Peigh-1- gl_ncc glzi ng COMPUTED. METHOD SUMMARY Page 6 C -2R Project Title: WOLK Run:,270 Thick 21 -hay -92 THERMAL MASS SOLAR GAIN DISTRIBUTION Glazing Winter Summer Targetted Name Fraction Fraction: Thermal Mass Location/Description ---------------------------------------------------------------------- None HVAC SYSTEMS Vol Cond- Area Thick Heat duct- Form 3 Inside Locaticn/ Mass Name Type ----------------------- (ft2) ----- (in) ----- Cap ---- ivity ----- Reference R-val Descriytion ------------ -=---- ------------ Zone = B\R2-SPC FLR-S2 Floor 1516 3.5 28 0.98 Slab140C 2.00 Zone = LVG-SFC' Air Conditioner 12.00 SEER Attic R-5.6 FLR-S1 Floor 2075 3.5 28 0.98 S1ab140E 0 SOLAR GAIN DISTRIBUTION Glazing Winter Summer Targetted Name Fraction Fraction: Thermal Mass Location/Description ---------------------------------------------------------------------- None HVAC SYSTEMS Duct Location. System Name -------------- System Type ------------------- Efficiency ---------- and ------ R -value Credits ------- --------------- Zone = B\R2-SFC GasFurnS9.7 Furnace 0.90 SE Attic R-5.6 AC12.0 Air Conditioner 12.00 SEER Attic R-5.6 Zone = LVG-SPC GasFurn87.2 Furnace 0.87 SE Attic R-5.6 AC11.5 Air Conditioner 11.50 SEEP. Attic R-5.6 WATER HEATING SYSTEMS Tank Rated Pilot 'Special of Capacity Rated Standby Input Size Features/ System Type Heaters (gal) Efficiency,Loss . (Btuh) (Btuh) CreditE ------------------------------------------------- ------ ------ ------------- Storage Gas 2 50 0.76 RE 3.64% 28000 -- REMARKS, NOTES, AND EXCEPTIONAL FEATURES 1. This building includes glazing with non-standard Open Type. F. --A Measures Checklist: Residential SHEET MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used Items marked with an asterisk (*) may be superseded by more stringent compliance requmements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the doc urnents,or on this checklist only. DESCRIPTION (Reference l oc . on plans or DESIGNER ENFORCEMENT - Building Envelope Measures notes on s s . *§2-5352(a): Minimum ceiling insulation R-19 weighted average. Sects. E-12 §2-5352(b): Loose fill insulation manufac mrer's labeled R -Value. Sects. * §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2-5352(k): Slab edge insulation - water absorption rate no greater than 03%, water vapor transmission rate no greater than 2.0 perm/inch. N/A E-12 §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. N/A §2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2-5317: Infiltration/Exfiltradon Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. E-14 §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality tstandards. N/A §2-5352(d): Installad n of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. flue damper and control 2- No continuous burning gas pilots allowed HVAC and Plumbing S em Meas Info. b A/C contractor) or supplier ,_,( §2-5352(g) and 2-5303: Space conditioning equipment siring: attach Calculations. E-5 E-11 §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. E-11 E-6 * §2-5316(a): Ducts constructed, installed and insulated per Cbapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. E-4 §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. E-10 §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. E-6&10 §2-5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); first 5 feet of pipes closest to tank insulated (R-3 or greater). E — 9 e E -9d §2-5312(Exception I): Pipe insulation on steam and steam condensate re= & recirculating pig- §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. : c. Plumbed to allow for solar. 2.75 percent thermal efficiency. 3. Pool cover. 4. Tune clock. 5. Directional water inlet. N/A Lighting and Appliance Measures §2-53520: Lighting - 25 lumens/watt or gnawer for general lighting in kitchens and bathrooms. E-7 §2-5314(c): Gas fired appliances equipped with intermittent ignition devicts. E-10 §2-5314(a): Refrigerators, refrigerator-freeaers, freezers and fluorescent lamp ballasts certified E-19 by the CEC- Indicate make and model number. ti A Furan Revised December 1997 y IF APPLIES GENERAL NOTES SHEET E 1. ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS)lb M CAULKED5SEALED OR WEATHER'STRIPPEO. SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2. • ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF_.•6 SQ. INCHES b) DAMPERS TO DUCT. _ ACCESSABLE FROM INSIDE F.P._AREA c)FLUE DAMPER TIGHT -FITTING_&_____ READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6. A/C DUCTS TO BE INSTALLED PER 1988 U.M.C. & INSULATED 0' INSUL.- GAS EQUIP.) & (2" INSUL.-HEATPUMP EQUIP.) 15# DENSITY TYP. 7. MAIN LIGHTING SOURCE IN ALL BATHS & KITCHEN TO BE FLOURESCENT OF 25 LUMENS/WATTS OR GRATER. 8. FAUCETS & SHOWER HEADS TO BE WATER SAVING TYPE & CERTIFIED BY C.E.C. 9. W.H. TO HAVE. a) 1'-6' HIGHT PLATFORM. b) . VENT THRU ROOF. c) ADEQUATED CONBUSTABLE AIR VENTING - d) R-3 INSULATION 5'-0' TO & FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING. f) R-3 INSULATION ON CIRCULATING SYSTEM. g) CERTIFIED -BY C.E.C. 10. GAS COOKING APPLIANCES_ NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. il. A/C UNIT TO HAVE a) SIZED & CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE & LOOSE FILL INSULAT= ION TO HAVE MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION OR TREATMENT OF ALL APPLIANCES & DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WDOS. @ CONDITIONED SPACED DUAL -PANE. DOORS & WOOS. TO BE FUL- LY WEATHER STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. 17. USE ELECT, OUTLET GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. REF. FRZRS. FLUB. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON TRACT- OR -OWNER TO SUPPLY MAKE AND MODEL. CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R. Project Title: WOLK - HOUSE ADDITION Run: 018 02 -Jul -92 - Project Address: 1481 RIM ROCK RD. WOLK - HOUSE ADDITION CHICO CA. 95928 Building Title: WOLK - HOUSE ADDITION Building Permit # Document Author: BOB METZGER Telephone: 865-9688 Plan Check / Date Compliance Method:' CEC CALRES, Version 1.10 Field Check / Date Climate Zone: 11 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: Infiltration Control: tf BUILDING SHELL INSULATION Component Insul Type --------------- R -value -------- Door 0 Wall 19 Ceiling 38 Floor 0 Slab Perimeter 10 Slab Perimeter 10 GLAZING Glazing Orientation ------------- Window North Window North Window East Window East Window South Window South Window North Window North Window West Window East Window East Skylight 4934 ft2 SFD Single Family Detached 260 deg (West) 1 Slab on grade CEC_Standard Location/Comments Outside Outside Attic Grade Outside Unconditioned Area Glass Interior Exterior Overhang Frame (ft2) Panes Type Shading Shading and Fins Type 26.7 2 Clear None None None Wood 71.0 2 Clear None None None Metal 220.3 2 Clear None None Overhang Metal 13.4 2 Clear None None Overhang Wood 61.0 2 Clear None None Overhang Metal 75.8 2 Clear. None None None Metal 124.8 2 Clear None None Overhang Metal 28.8 2 Clear None None Overhang Wood 134.3 2 Clear None None Overhang Metal 146.0 2 Clear None None None Metal 26.7 2 Clear None None None Wood 8.0 2 Clear None None None Metal THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Description ----------------- ----- ----- ------------------------- Floor No 1516 3.5 Floor Yes 2075 3.5 CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: WOLK - HOUSE ADDITION Run: 018 02 -Jul -92 -------------------------------------------------------------------------------- HVAC SYSTEMS Maximum furnace heating output: 195777 Btuh Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Capacity System Type (gal)-,.- ----------------- gal)-,.------------------------- Storage Gas 40 Storage Electric 40 Special Manufacturer/Model # Features/ (or approved equal) Credits ----------------------- ----------- REMARKS, NOTES, AND EXCEPTIONAL FEATURES 1. This building includes gl4zing with non-standard Open Type. --------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 -of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When thiscertificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. Duct Location Output Manufacturer/Model # Type ------------------- Efficiency ------ ---- and ------------- R -value (Btuh) ------- (or approved equal) ----------------------- Furnace 0.90 SE Attic R-5.6 48000 GSR -21-23-50 Air Conditioner 12.00 SEER Attic R-5.6 47000 HS -22-411 Furnace 0.87 SE Attic R-5.6 48000 HS -16-311 Air Conditioner 11.50 SEER Attic R-5.6 47000 G14 -Q3-60 Maximum furnace heating output: 195777 Btuh Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Capacity System Type (gal)-,.- ----------------- gal)-,.------------------------- Storage Gas 40 Storage Electric 40 Special Manufacturer/Model # Features/ (or approved equal) Credits ----------------------- ----------- REMARKS, NOTES, AND EXCEPTIONAL FEATURES 1. This building includes gl4zing with non-standard Open Type. --------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 -of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When thiscertificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: WOLK - HOUSE ADDITION Run: 018 02-Jul-92 -------------------------------------------------------------------------------- DESIGNER ROBIN TRENDA 1434 NORMAL ST. CHICO, CA. 342-8267 Lic #: Signed DOCUMENTATION AUTHOR BOB METZGER BOB METZGER O.D.S. 113 E. WALKER ORLAND, CA. 95963 865-9688 Signed e OWNER WOLK 1481 RIM ROCK RD. CHICO, CA. 95928 891-4560 Date Signed ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Date Signed Date Date COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: WOLK - HOUSE ADDITION Run: 018 02 -Jul -92 Project Address: 1481 RIM ROCK RD. WOL•K - HOUSE ADDITION Building Title: VN1-C %UN I&ITION Building Permit # Document Author: BOB METZGER Telephone: 865-9688 Plan Check / Date Compliance Method: CEC CALRES, Version 1.10 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 24.22 Space Cooling ,14.65 Water Heating 4.13 Total (ft2) 43.01 GENERAL INFORMATION t•; J Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories:' Proposed Design --------------- 15.04 15.10 12.56 -------- Complies 42.70 Yes 4934 ft2 SFD Single Family Detached 260 deg (West) 1 2 Floor Construction Type: ►Slab on grade Number of Conditioned Zones: 2 Total Conditioned Volume: 39472 ft3 Conditioned Footprint Area: 4934 ft2 Ground Floor Area: 3591 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) ------------ B\R2-SPC ------------------- 1516 12128 LVG-SPC 3418 27344 Type ------------ Conditioned Conditioned Infiltration Control Type ------------ CEC_Standard CEC_Standard COMPUTER METHOD SUMMARY Page 2 C -2R Project - - - - - - - - Title: - - - - - - - WOLK - HOUSE ADDITION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Run: - - - - - - - - - - - - - 018 - - - - - - 02 -Jul -92 - - - - - - - - - - - - OPAQUE SURFACES Surface Area F2 Insul True Location/ Solar Form 3 Location/ Type (ft2) U -value R-val Azm Tilt Gains Reference Comments ----------- Zone = B\R2-SPC ------- ------- ----- ---- ---- ----- ------------ ------------- Door 11.6 0.330 0 80 90 Yes 2868-1/2L Outside Wall 145.0 0.065 19 80 90 Yes CEC_R19-16oc Outside Wall 51.3 0.065 19 35 90 Yes CEC_R19-16oc Outside Wall 196.0 0.065 19 170 90 Yes CEC_R19-16oc Outside Wall 83.8 0.065 19 215 90 Yes CEC_R19-16oc Outside Ceiling 1516.0 0.029 38 260 0 Yes CEC_R38-24oc Attic Floor 1516.0 -- 0 260 180 No S1ab140C Grade Zone = LVG-SPC Door 16.7 0.330 0 350 90 Yes 2668Wood Outside Door 20.0 0.330 0 260 90 Yes 3068Wood Outside Door 28.4 0.1* f30 0 260 90 Yes 3068-1/21, Outside Door 3.9 0.330 0 260 90 Yes 2868Frch Outside Wall 606.7 0.065 19 350 90 Yes CEC_R19-16oc Outside Wall 693.8 0.065 19 80 90 Yes CEC_R19-16oc Outside Wall 13.0 0.065 19 35 90 Yes CEC_R19-16oc Outside Wall 129.3 0.065 19 115 90 Yes CEC_R19-16oc Outside Wall 331.5 0.065 19 170 90 Yes CEC_R19-16oc Outside Wall 1029.4 0.065 19 260 90 Yes CEC_R19-16oc Outside Ceiling 1335.0 0.029 *38 260 0 Yes CEC_R38-24oc Attic Floor 2075.0 -- 0 260 180 No Slab140E Grade PERIMETER LOSSES Perimeter Length F2 Insul Insul Location/ Type (ft) Factor R-val Depth (in) Comments ----------- -------- Zone = B\R2-SPC ------ ----- ---------- ------------- Exposed 4010" 0.90 10 0 Outside Covered 132'0" 0.72 10 0 Outside Zone = LVG-SPC Exposed 134'0" 0.90 10 0 Outside Covered 30'0" 0.72 10 0 Outside Covered 20'0" 0.50 10 0 Unconditioned COMPUTER METHOD SUMMARY Page 3 C-2R Project Title: ----------=--------------------------------------------------------------------- WOLK - HOUSE ADDITION Run: 018 02-Jul-92 GLAZING SURFACES SC with FMF Glazing ------------- Glazing Area True Open Frame Charactr Shades Shades Name Type (ft2) Azm Tilt Type Type Name Open Closed -------------- Zone = B\R2-SPC ---- ----- ---- ---- ------ -------- ------------ ------ ------ W1-NE1 Wind 13.4 35 90 Fixed Wood DBLw/NODRP 0.67 0.57 W2-NE1 Wind 13.4 35 90 Fixed Wood DBLw/NODRP 0.67 0.57 W1-NE2 Wind 44.0 35 90 Fixed Metal DBLw/NODRP 0.77 0.66 W2-NE2 Wind 18.0 35 90 Other Metal DBLw/NODR.P 0.77 0.66 W1-E1 Wind 20.0 80 90 Slider Metal DBLw/NODRP 0.77 0.66 W2-E1 Wind 52.0 80 90 Fixed Metal DBLw/NODRP 0.77 0.66 W3-E1 Wind 18.0 80 90 Fixed Metal DBLw/NODRP 0.77 0.66 W4-E1 Wind 13.4 80 90 Fixed Wood DBLw/NODRP 0.67 0.57 W1-E2 Wind 16.0 80 90 Fixed Metal DBLw/NODRP 0.77 0.66 W2-E2 Wind 16.0 80 90 Fixed Metal DBLw/NODRP 0.77 0.66 W3-E2 Wind 8.Q 80 90 Fixed Metal DBLw/NODRP 0.77 0.66 W4-E2 Wind 8.`0 80 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-S1 Wind 4.0 170 90 Slider Metal DBLw/NODRP 0.77 0.66 W1-SW1 Wind 9.8 215 90 Other Metal DBLw/NODRP 0.77 0.66 W1-SW2 Wind 9.8 215 90 Other Metal DBLw/NODRP 0.77 0.66 W1-SW3 Wind 9.8 215 90 Other Metal DBLw/NODRP 0.77 0.66 W1-SW4 Wind 15.0 215 90 Fixed Metal DBLw/NODRP 0.77 0.66 Zone = LVG-SPC W1-N1 Wind 12.5 350; 90 Hinged Metal DBLw/NODRP 0.77 0.66 W2-N1 Wind 12.5 350' 90 Hinged Metal DBLw/NODRP 0.77 0.66 W3-N1 Wind 12.5 350 90 Hinged Metal DBLw/NODRP 0.77 0.66 W4-N1 Wind 5.3 350 90 Fixed Metal DBLw/NODRP 0.77 0.66 W5-N1 Wind 14.4 350 90 Fixed Wood DBLw/NODRP 0.67 0.57 W1-N3 Wind 24.0 350 90 Slider Metal DBLw/NODRP 0.77 0.66 W2-N3 Wind 12.0 350 90 Slider Metal DBLw/NODRP 0.77 0.66 W3-N3 Wind 12.0 350 90 Slider Metal DBLw/NODR.P 0.77 0.66 W1-N4 Wind 12.0 350 90 Slider Metal DBLw/NODRP 0.77 0'.66 W2-N4 Wind 14.4 350 90 Fixed Wood DBLw/NODRP 0.67 0.57 W1-N5 Wind 4.0 350 90 Fixed Metal DBLw/NODRP 0.77 0.66 W2-N5 Wind 9.0 350 90 Fixed Metal DBLw/NODR.P 0.77 0.66 W3-N5 Wind 9.0 350 90 Fixed Metal DBLw/NODRP 0.77 0.66 W4-N3 Wind 33.3 260 90 Slider Metal DBLw/NODRP 0.77 0.66 W1-N6 Wind 5.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-E3 Wind 42.0 80 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-E4 Wind 20.0 80 90 Fixed Metal DBLw/NODRP 0.77 0.66 W2-E4 Wind 20.0 80 90 Slider Metal DBLw/NODRP 0.77 0.66 W1-E5 Wind 8.0 80 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-E6 Wind 19.5 80 90 Other Metal DBLw/NODRP 0.77 0.66 W2-E6 Wind 8.0 80 90 Slider Metal DBLw/NODRP 0.77 0.66 W3-E6 Wind 19.5 80 90 Slider Metal DBLw/NODRP 0.77 0.66 W4-E6 Wind 20.3 80 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-E7 Wind 15.0 80 90 Other Metal DBLw/NODRP 0.77 0.66 W1-SE1 Wind 13.4 115 90 Fixed Wood DBLw/NODR.P 0.67 0.57 W2-SE1 Wind 13.4 115 90 Fixed Wood DBLw/NODRP 0.67 0.57 W1-SE2 Wind 24.5 115 90 Fixed Metal DBLw/NODRP 0.77 0.66 Wl-SE3 Wind 12.5 115 90 Fixed Metal DBLw/NODRP 0.77 0.66 Wl-SE4 Wind 9.0 115 90 Other Metal DBLw/NODR.P 0.77 0.66 W1-SE5 Wind 10.0 115 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-NE3 Wind 9.0 35 90 Other Metal DBLw/NODRP 0.77 0.66 W1 -S2 Wind 10.5 170 90 Slider Metal DBLw/NODRP 0.77 0.66 W2 -S2 Wind 10.5 170 90 Slider Metal DBLw/NODR.P 0.77 0.66 W1 -S3 Wind 24.0 170 90 Other Metal DBLw/NODRP 0.77 0.66 W2 -S3 Wind 12.0 170 90 S1idet Metal DBLw/NODR.P 0.77 0.66 W1 -S4 Wind 6.0 170 90 Fixed Metal DBLw/NODRP 0.77 0.66 `i COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: WOLK - HOUSE ADDITION Run: 018 02 -Jul -92 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- OVERHANGS Glazing Glazing ------------- Above Left Right Name Height Width Depth Glazing Extension Extension -------------- W1-N1 ------ 412" ------ 310" ------ 13'0" --------- 114" --------- 310" --------- 910" W2 -N1 4'2" 3'0" 13'0" 114" 516" 6'6" W3 -N1 4'2" 310" 13'0" 1'4" 8'6" 3'6" W4 -N1 210" 218" 13'0" 114" 12'0" 4" W5 -N1 6'2" 2'4" 13'0" 1'4" 12'0" 8" W1 -N3 490" 610" 2'0" 114" 1010" 15'0" W2 -N3 310" 490" 210" 114" 19'0" 810" W3 -N3 3'0" 4'0" 2'0" 1'4" 26'0" 11 0" W1 -N4 4'0" 3'0" 210" 114" 516" 616" W2 -N4 612" 214" 210" 114" 926" 312" W1 -N5 210" �90" 2'0" 114" 4'0" 13'0" W2 -N5 310" '0" 210" 114" 12'0" 4'0" W3 -N5 3'0" 3'0" 290" 1'4" 15'0" 1'0" W4 -N3 6'8" 5'0" 210" 114" 4'0" 5'0" W1 -N6 210" 2'6" 210" 114" 410" 716" W1 -E1 410" 510" 210" 114" 516" 29'6" W2 -E1 8'0" 6'6" 210" 0'0" 27'0" 6'6" W3 -El 610" 3'0" 210" 114" 24'6" 12'6" W4 -E1 6'2" 2'2" 2'0" 1'4" 17'0" 20'10" W1 -E2 4'O" 4'0" ® 210" 294" 11'6" 1'6" W2 -E2 410" 4'0" 2'0" 214" 10'0" 3'O" W3 -E2 2'0" 490" 210" 010" 610" 710" W4 -E2 2'0" 410" 210" 09011,10'0" 310" W1 -E6 6'6" 300" 290" 114" 610" 44'0" W2 -E6 2'0" 4'0" 210" 114" 12'0" 37'0" W3 -E6 6'6" 310" 210" 114" 24'0" 26'0" W4 -E6 4'6" 416" 210" 114" 31'0" 17'6" W1 -E7 510" 3'0" 1290" 1'4" 210" 10'0" W1 -S1 2'0" 2'0" 290" 114" 7'6" 25'0" W1 -S2 3'6" 390" 2'0" 1'4" 5'6" 7'6" W2 -S2 316" 310" 210" 1'4" 916" 316" W1 -S3 610" 410" 210" 114" 316" 856" W2 -S3 310" 490" 210" 114" 11'0" 1'0" W1 -W2 210" 690" 2'0" 114" 990" 490" W1 -W4 410" 510" 2'0" 114" 32'0" 796" W1 -W5 2'0" 310" 290" 2'0" 410" 4890" W2 -W5 2'0" 310" 210" 1'4" 8'0" 44'0" W3 -W5 210" 310" 210" 114" 11'0" 41'0" W4 -W5 2'0" 310" 290" 114" 27'0" 25'0" W5 -W5 2'0" 310" 210" 114" 30'6" 21'6" W6 -W5 210" 310" 210" 114" 34'0" 1810" W7 -W5 2'0" 3'0" 210" 114" 38'0" 14'0" W8 -W5 2'0" 310" 290" 114" 44'0" 890" W9 -W5 210" 3'0" 290" 114" 48'0" 490" W10 -W5 2'0" 310" 2'0" 1'4" 52'0" 090" W11 -W5 210" 1'0" 210" 114" 53'0" 190" W12 -W5 210" 1'0" 210" 194" 3'0" 51'0" W2 -S4 Wind 6.0 170 90 Fixed Metal ,.DBLw/NODRP 0.77 0.66 W3 -S4 Wind 19.5 170 90 Other Metal DBLw/NODRP 0.77 0.66 W1 -W2 Wind 12.0 260 90 Slider Metal DBLw/NODR.P 0.77 0.66 W1 -W4 Wind 20.0 260 90 Slider Metal DBLw/NODRP 0.77 0.66 W1 -W5 Wind 6.0 260 90 Fixed' Metal DBLw/NODRP 0.77 0.66 W27W5 Wind 6.0 260 90 Fixed Metal DBLw/NODR.P 0.77, 0.66 W3 -W5 Wind 6.0 260 90 Fixed Metal DBLw/NODRP 0.77 0_66 W4 -W5 Wind 6.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W5 -W5 Wind 6.0 260 90 Fixed Metal DBLw/NODR.P 0.77 0.66 W6 -W5 Wind 6.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W7 -W5 Wind 6.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66_ W8 -W5 Wind 6.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W9 -W5 Wind 6.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W10 -W5 Wind 6.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 W11 -W5 Wind 2.0 260 90 Fixed Metal DBLw/NODRP. 0.77 0.66 W12 -W5 Wind 2.0 260 90 Fixed Metal DBLw/NODRP 0.77 0.66 SL1-C1 Skyl 8.0 260 0 Fixed Metal DBLw/NODRP 0.77 0.66 GLAZING CHARACTERISTICS SC w/o FMF Glazing ------------- Interior SC Exterior Charactr Glazing # of Glass w/Int. Shade Ext Shade Name ------------ Type --------- Pines U-val Only Shades ----- ----- ------ ------ Type Shade ---------- Type DBLw/NODRP Clear 2 0.65 0.88 0.75 ------ None 1.00 ---------- None INTER -ZONE SURFACES Surface Area Insul Form 3 Location/ Type (ft2) U -value R-fal Reference Comments ----------- ----- --------- ------------------------------ B\R2-SPC/LVG-SPC Ceiling 1257.0 0.049 19 CEC_R19-24oc INTER -ZONE VENTILATION Vent/ Open Vent Type Area ------------------------- ----- B\R2-SPC/LVG-SPC CEC Nonclosable Opening 56.0 High Vent Height Location/ Area Diff Comments ----- ------ --------- COMPUTER METHOD SUMMARY Page 6 C -2R Project Title: WOLK - HOUSE ADDITION Run: 018 02 -Jul -92. -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- FINS Left Fin Right Fin Glazing Exten Dist Exten Dist Glazing ------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing ------------ ------ ------ ------ ------ ----- ------ ------ ------------ ------ None r THERMAL MASS Vol Cond- SOLAR GAIN DISTRIBUTION Glazing Winter Summer Targetted Name Fraction Fracti%n Thermal Mass Location/Description --------------------------=------------- ------------------------------ None HVAC SYSTEMS System Name System Type -------------- --------------- Zone = B\R2-SPC GasFurn89.7 Furnace AC12.0 Air Conditioner Zone = LVG-SPC GasFurn87.2 Furnace AC11.5 Air Conditioner WATER HEATING SYSTEMS Duct Location Efficiency and R -value Credits -- ---------- ------------- -------------- 0.90 SE Attic R-5.6 12.00 SEER Attic R-5.6 0.87 SE Attic R-5.6 11.50 SEER Attic R-5.6 Tank Rated Pilot Special # of Capacity Rated Standby Input Size Features/ System Type Heaters (gal) Efficiency Loss (Btuh) (Btuh) Credits ----------------- ------- -------- ---------- --- --- -=---- ------ ------------ Storage Gas 2 40 0.92 RE 3.64% 26000 -- Storage Electric 1 40 0.99 RE 0.80% 14380 -- Area Thick Heat duct- Form 3 Inside Location/ Mass Name Type (ft2) (in) Cap ivity Reference R-val Description ------------ -------------- --------------- Zone = B\R2-SPC ----- ---- ----- ------ ------------ FLR-S2 Floorz, 1516 3.5 28 0.98 S1ab140C 2.00 Zone = LVG-SPC `'� FLR.-S1 Floor 2075 3.5 28 0.98 Slab140E 0 SOLAR GAIN DISTRIBUTION Glazing Winter Summer Targetted Name Fraction Fracti%n Thermal Mass Location/Description --------------------------=------------- ------------------------------ None HVAC SYSTEMS System Name System Type -------------- --------------- Zone = B\R2-SPC GasFurn89.7 Furnace AC12.0 Air Conditioner Zone = LVG-SPC GasFurn87.2 Furnace AC11.5 Air Conditioner WATER HEATING SYSTEMS Duct Location Efficiency and R -value Credits -- ---------- ------------- -------------- 0.90 SE Attic R-5.6 12.00 SEER Attic R-5.6 0.87 SE Attic R-5.6 11.50 SEER Attic R-5.6 Tank Rated Pilot Special # of Capacity Rated Standby Input Size Features/ System Type Heaters (gal) Efficiency Loss (Btuh) (Btuh) Credits ----------------- ------- -------- ---------- --- --- -=---- ------ ------------ Storage Gas 2 40 0.92 RE 3.64% 26000 -- Storage Electric 1 40 0.99 RE 0.80% 14380 -- COMPUTER METHOD SUMMARY Page 7 C72R Project Title: WOLK - HOUSE ADDITION* Run: 018 02-Jul-92- -------------------------------------------------------------------------------- REMARKS, NOTES, AND EXCEPTIONAL FEATURES 1.. This building includes glazing with non-standard Open Type. " -------------------------------------------------------------------------------- D e Mandatory Measures Checklist: Residential SHEET MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION (Reference l o c. o n plans o r DESIGNER ENFORCEMENT Building Envelope Measures n o t e s o n s nt s. * §2-5352(a): Minimum ceiling insulation R-19 weighted average. Sects. E-12 12-5352(b): Loose fill insulation manufacturer's labeled R -Value. Sects. *§2-5352(c): Minimum wall insulation in flamed walls R-11 weighted average (does not apply to exterior mass walls). §2-5352(k): Slab edge insulation - water absorption rate no greater than 03%, water vapor §2-5312(Exception l): Pipe insulation on steam and steam condensate return & recirculating piping. transmission rate no greater than 2.0 perm/mch. N/A E-12 §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. N/A §2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. 2.75 percent thermal efficiency. 3. Pool cover. 12-5317: Infiltration/Eafiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. N/A b. Doors and windows certified. . c. Doors and windows weatherstnpped; all joints and penetrations caulked and sealed. E-14 §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality ,standards. N/A §2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door Form Revised D-Mber 1997 b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots auowod. HVAC and Plumbing Svstem Meas Info . b A/C contractor E-5 or supplier §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. E-11 §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. E-11 * §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. E-6 §2-5316(b): Exhaust systems have damper controls. E-4 §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. E-10 §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. E-6&10 §2-5352(1): Wates heater insulation blanket (R-12 or greats) or combined interior/exterior insulation (R-16 or greater); first 5 feet of pipes closest to tank insulated (R-3 or greater). E - 9 e E - 9d §2-5312(Exception l): Pipe insulation on steam and steam condensate return & recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2.75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. N/A Lighting and Appliance Measures §2-53520): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. E-7 §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. _ E-10 §2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified E -19 by the CEC. Indicate make and model number. Form Revised D-Mber 1997 IF APPLIES GENERAL NOTES. SHEET E 1. ALL PENETRATIONS THRU THE BUILpING gNVELOPE (CLG. WALLS AND FLOORS)Ib6E CAULKED,SEALED OR WEATHER STRIPPED. SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2.' ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF.'6 SQ. INCHES b) DAMPERS -TO .' DUCT. ACCESSABLE FROM INSIDE F.P. AREA -0— FLUE_DAMPER TIGHT -FITTING & READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6. A/C DUCTS TO BE INSTALLED PER 1988 U.M.C. & INSULATED 0' INSUL.- GAS EQUIP.) & (2" INSUL.-HEATPUMP EQUIP.) 15# DENSITY TYP. 7. MAIN LIGHTING SOURCE IN ALL BATHS & KITCHEN TO BE FLOURESCENT OF 25 LUMENS/WATTS OR GRATER. 8. FAUCETS & SHOWER K,ADS TO BE WATER SAVING TYPE & CERTIFIED BY C.E.C. 9. W.H. TO HAVE. a) 1`-6' HIGHT PLATFORM. b) . VENT THRU ROOF. c) ADEQUATED CONBUSTABLE AIR VENTING_ _ d> R-3 INSULATION 5'-0' TO & FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING. f). R-3 INSULATION ON CIRCULATING SYSTEM. g) CERTIFIED BY C.E.C. 10.. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. 11. A/C UNIT TO HAVE a) SIZED & CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE & LOOSE FILL INSULAT- ION TO HAVE MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION OR TREATMENT OF ALL APPLIANCES & DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WDOS. @ CONDITIONED SPACED DUAL -PANE. DOORS & WOOS. TO BE FUL- LY : , WEATHER STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. REF. FRZRS. FLUB. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON TRACT- OR -OWNER TO SUPPLY MAKE AND MODEL. 0 OWNER'S NAME: �V �L�/� RECEIVED --- PERMIT NUMBERZ/ I —4 ?j- 0 0 -�-> A. P. #: DATE ARESIDENTIAL 7 NON RESIDENTIAL RECEIVED BY TIME ------------------------- ——-- REQUIRED PRIOR TO PERMIT ISSUANCE ————— — — — — — — FROM DATA SHEETREQUESTED BY PLAN CHECKER OTHER REQUESTED BY CORRECTION NOTICE Q YES Q NO ITEM: LOCATION IN BUILDING WHERE CHANGE OCCURS: --------------------------------------- WHEN APPROVED, PROCESS AS FOLLOWS: Mail to owner (Address) Mail to contractor (Name and Address) Call and hold for pickup at office. Deliver with next inspection. REVISED PLAN.CHECK FEES PAID: $20.00 $40.00 Additional Fees Not Required CS 6�.J DI'(1GIJ � CEc�I(.� �o�JJs .. a� L I PF Os 59 97. 47 �vc41o7V a� �l-o�- Ae 5.92�� 8 --lies T: 300- ? (g-,437) �2= Sty l2x M 2�qd 40 M� 4050 �-t la r3-57,rz3 �s, 52..Zr L= 13 5� 97 I I 6 2. 7 2 -32-$-7 323i m= �0� Z0 �2Y (0S20 1260Z4U— 7( g 3 00 x I , 25� 1 � z� . ' -�---� Olc { 741 I. Sw�5�71) �S ' r w To increase administrative efficiency, the statute delegated the collection of filing fees to the County Clerk and provided the County.-authority to collect a $25.00 documentary handling fee. The fees due for your project .Are as indicated on the attached. Declaration of Fees Due. Checks made payable to the County should .be submitted to the County by May 6, 1992. Project applicants should be aware Section 21089(b) of the Public Resources Code, provides that any project approved under CEQA is not operative, vested, or final until the filing fees required under Section 711.4 of the Fish and Game Code are paid. Should you have any questions regarding this matter, please contact this office between 10:00 am. and 3:00 p.m., Monday through Friday. Sincerely, ' B. A.. ' cher Director of Planning.- BAK:jlo n F--L- 4Z9 4 q 2Q4 x 3 t (-,;9 04 X 23) X 23 e5 8 Ba .DIC- = g29q Zoe 8 �S•to . �Z�4 .. '. / 12r.,3,, DIRE = 12 X"52 107 1 CCPOCTl.orj CT- Ae.0--A . 31/ PC—pl ISS uj 12 SIbS4, I os169 6 3, 20 Ave S x 19. s- 0�r �4 F- Vq- r 40• Softek Services Ltd WEAGLE SHED SHED TRUSS Load Case Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear 0 GJ BM 0 GJ No. Case (kips) (kips) (K -ft) (kips) (kips) (K -ft) 3 1 .028 .007 0.000 -.028 -.007 .028 0.0 2 .157 .039 0.000 -.159 -.034 .139 -29.9 3 .309 .088 0.000 -.321 -.051 .265 4 1 .007 -.009 -.027 -.007 .009 0.000 2 .033 -.042 -.131 -.035 .045 0.000 3 .068 -.088 -.265 -.068 .088 0.000 5 1 -.029 0.000 0.000 .029 0.000 0.000 2 -.160 0.000 0.000 .160 0.000 0.000 3 -.320 .004 0.000 .320 .004 0.000 Load Combination Results Mem Load Axial @ LJ Shear @ LJ SM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 1 1 .120 .150 0.000 -.099 -.124 .415 2 1 .508 -.092 -.432 -.495 .134 0.000 3 1 .495 .134 0.000 -.508 -.092 .432 4 1 .108 -.139 -.424 -.111 42 /(004 0.000 5 1 -:509 .004 0.000 .509 0.000 Notes: 1. Positive axial forces act in the positive local (member) x direction. 2. Positive shear forces act in the positive local (member) y direction. 3. Positive bending moments act counter -clockwise. / *** Load Case Results Mem Load Joint Axial Shear No. Case No. (psi) (psi) 1 1 1 -1.3 1.7 2 -1.3 1. 2 1 -6.8 8.6 2 -6.3 -8.0 3. 1 -14.9 ,i8.4 2 -11.2 7/13.9 2 1 2 -5.4 ` -1.4 3 -5.4 1.4 2 2 -30.2 -6.5 3 -29.9 7.4 P -FRAME Linear Elastic analysis results NMR ending Top Normal Bot Normal (psi) (psi) (psi) 0.0 -1.3 -1.3 -105.1 -106.4 103.7 0.0 -6.8 -6.8 -515.1 -521.4 508.9 0.0 -14.9 -14.9 -1,005.1 -1,016.3 993.9 -109.6 -115.0 104.2 0.0 -5.4 -5.4 -544.0 -574.2 513.8. 0.0 -29.9 -29.9 Str No. 52 03 Jun 92 2:46 pm R J r LL rj "'- .. ,. e :q a ,. � . � ���•-tit•"»"';, }wM ��� 1 TT-^.. y.r 5 f I, S ar 1, �L• - N • `� .0 .11 0 ; -__ •-- ......• „e �•. f �ZJ . ' `- r s i� t? r ! � k ' o.tn•o•zfl.f3a LLfzzfc Y i� a > , '. Sid!°15.) 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' (o•Iu ►) •0.1.4. aelar ]Nnu) eofl bz•1 .> c•r0•Yf•b --........_ C•9•I-H 'IC -2 Y.1•. .1, :rJeLU e7 5.111.11 - ' .0 .• r. • b u1 N• 9 14.0 r 1 -11 ' , 7 • L, r .1#+!, ''!' 1. ► .. :�, y -- 4r LUMBER, XECIFICATIO S S•* TOM rORM r/Or1 LILT TO RtMT] Q N - ; • TOP MIND 2.8 .2 ran{[R Tor CHUND ""C. 011010 was REIKTIOR] •2 O/t r 1. 0 e t= 2529 Y to -Ra Y e. lass RMI'lo.. ea l2oorl.0 I1! mem-ptR T 2. -2727 9 2. 2S" Y 2. -2730 Y 7. em REfKrI011 . 10. 3667 ri QQO �.p BOT 0-0 218 '• T ]. •2610 a ]. 1790 Y 7. 971 Y B. _3M pEp11 pREp REp � ap ��� . -2 Nd{IR T as 0 0 Is 1790 Y as.a t2a Y 9a �: eEARIb . 6. Mow S-88pr • ` �, t .2E IL1 IIp1{IR 96 UMLP o . to 9.0«ri a.aps. � Na C303�0 .Eea 21s srAYOOD OR 3110 OCn{u DIROCR LOADING ICOM tt y .a_ J,: I •' lay �. f1¢D Q to aR"COIdi11. Ke-rI. y* LL ON TOP CNORD . xes.O w L< b I7 27t1 [OlO1: 1 11" 4 _ L'L om Bottom enve ..30.0 w _ PLArtYD Is FOR R-5000 3110!'/ or TOTAL LOAC 575.0 w ,^� >_ AODITIOI.L LOAOILI 12' 0•+oIRDER rRu3s mrra'rT� X�wVroy�'L Ro•: CGNC' °CL�r00mr c" INCREASE ,LII.ZS GIST e.o• ,E •'•J�•l+j - CNII .�\Q; "` NOTE (1)2x4'VERnCA7 ADD-ON.'IS'BEgUIRED AT BOTR, CALI RIGA A.W.I:OST�EWSSOF;TRLSStTO:DLVELOP�SUFFICIENT - - i ,•4 F BEARI2IC AREA-'AITAGAHIGH END VERTICAL, WITH 16D NAILS u t. t: •o 3275 AT'4'-"O.C:::ATTACH� LOW• ECD VERTICAL WITH, 16D NAILS AT 2" O.C. 721S0 7290 n•� LITERALLY Bio -E 70 ROOF; DL4PHRAQY ? I2 7290 ] m C7 ' D -ON 3275 � er m m • I: ADD -0 7190 BUTTE COUNTY 7:90 3.5 176 '290 BUILING DEPAR 1T -0-S• OVERALL SPAN APPROVL • 5, r OAI IT I= Ta I•n ITT'A7 K(•5.1. Illat RO s II °ln �l K([A SRS s' R-3000 UBC 3/t2/06 mw o io-m [° n°r:e"'•Ti°�urin( .m ii 'il.i'oa• i.r9 a:' .[ Iul:a mu c GG.. LL 11 °I 416` :"' 1A,r •'Y1R'"":'iaL, ol:ib6:":' m m`1 • . . AN R D V TRUS® DESIGN T R U S W R: L ` �' `'Y' _�`° � `(n " „: eio:r',a,�wia .'i t@o 10,191:0 11. e°®a' r.o-"b`0 1'-111 :r16': °TMST• °(ai b i:al�n a f b:•r'P-..tn li:,'l4;b aili(b T. ,�� i11 a- 1.rn.n anlo- r: e (Sn:i:"4 �$ ::.'Im: arr'T8 -aaln ..>o Sr ala•. mr Its n�na.. Ant• all -7a m• A-62362 ®SYSTEns I.iiuma.":�'mbiL:' T ie'1i.uo S"::`ai..ai:o"OK,b"4.E:°:lu ons •:bta>Ri ni q I- mTrm rmns.rw. a nom m..s '0 ('vamlmte: m coo:( m.vina nnXnl°D""a*(aii emi`ei°:�e ice.iaru..., a ns*.o-x et=r6 n un ecru •)tan Lun6CR XCC!►ICRTIO.a nEnSER FORM FROM LEFT TO MOAT, .' TOP cmORD ua SEL-SrR. TKA{IR For I]gAD 60Ttom GNORO Y[e! '. ' .l UfK T la-IS]OS 9 1. Ia89] Y Ia 3207 N 5+ 177 RCACr IO.T��Ia :$aa -� �'„ •t OF -L T 2.-1369] 0 2. 20 IT CAOD 2.8 zlem Y 2,2160 Y 6, -9677 REACTION 6 3663= zne Y 7, 2592-COtPL-E- TE`'T-R'U-SSES"'REO`U- RED121827 Y ' ., •eee 6COt[MO WCp REO•D 130 IYl ..+t•comKCftOY REOu1REMlra a•+•+7 3EL.STR. Df{ f Sn.12972 E Som Ix:Sa eERR [YO • Df�l 11 .221K/ 7.270r T.C[ ICQOp CONNECTION IL3 N R0E1Rp Rr r2•'p SEL.STR. OR TRusS LOADIW ICOM 11 6ERR1119 • 6 9.551i/ e.l9Dr �i"8.0.4160 YRIL3 SfAOC g Rr 12•'0-€• -ECS 21: srpNOpRp OR stop pr{ I, ON FOP *11 I v 310,0 rsI PROVIDE FULL BEARM(•, LA9� 1_60 Y9[u aT,lz to -e., t/Rarimlir. OL 0Y CEILI.p v `2.] PX T _ rOTAL DESIGN LOAD a 2.3 PSr FLATING la FOR R-5000 SERIES / W AGO...MAL :OADINp CO:C TC ST_RT 37.71 ].AL1 PX fR 7.0 To 21-2' { y [OMC• TC TEAT 575.]1 515. ]LLT LE3 RT rA.LL POTRT 2 Y��T`"�' 29' IIP ROm E FOR SET BRCR . T Cox rC a RT 535.311 535.]LLI LBS pT rpNFl POINT s ATTACH:;2x8;SS.DFFBOTI'M'CAOItD1 '/ 7.10• rtom 010 .R.L -� [OMC, DC FEAT (0.01 O.OLU LBS AT D[aT ]s• °ADD-ON,WITA�I6D'NAII,S'AT76"y r f ' KV0 LOCATE INTER-PMEL SPLICES At 1/5 [ONC, 6C IERI ]660.01 0-OLLI MIS PA.EL PONT ) { O.C. PANEL LENGTn - 6 IN[MES FRom LOAD DURATION I.CREASE .1.26 EIf1KR ENO Or tNE PANEL IN01 CArEO. - L ++ 2x4.91•DF .� i +'2.4`./ CON HF ^ T • 7'-1O" V 2M1 7'-10" 641 BOG 641806 • jD 3.50 v 72150 9613001 12 '�� OF haC,j 7190 7290 961356( } �SffN I E COUi4 f4? 5 - 12' BUILDING DEPARTM • a ;� ( 7 29'-0 0` OVERp-L"SPAN "r�• '+ 4. Mt C9OL 3rar1O .. 2x.00 • O.C. 3,!2 /06 .T'�,a iwot•,uT� w °iii :Tiiiu i".1. r T.r ao-n °nuern o- , ',� - 1 tI�S mac. 55 .i.•°2SI.a��• ',�'�b1'Ytb;`'... � :u ,•i"o-ia AN=4RD.VTRUS�'� DESIGN+" U SWR R n�a, rm a'w tel. m,a •a...,n� �nY raA Ar �; , . _ . T•. R P L 1 iso ;�icl.est�a'r" •ro :tea :. : ; a :.< • � X� �� r" -.A c .`4 7 _ .,., - Y;:.�N"m':rSa�.bar otl!b` e` :.7".IBaPm'Pa�:€` .^A""�EAb.°::1.�"rd 4n f ® SYSTEnS T .. � •N � �+�� • ' A-62360 � +" InaNa nm,• ro-.,..no- vrm co-•r..Amrt.w o- not rnu.slo-. r.•ni. {.,. .?•'°'c.. 're:f fS. y.:. .Y# .'K. iti •fie /r M �: :_(r i. n a^' r. .i.�:, ., ...0 aaru ht :-ts ar'a'r`i.-'"+' �.. fN 1 r �I- 4.5- 0 S 42- Zozz AUG 21 192 13:53 P.2i2 KLM P:ACIFIC INC, CIVIL ENGHNEERS • LAND SURVEYORS PLANNERS A MEMSeR Or KW ENGINEOING GROUP, INC. August 21, 1992 Ms. Barbara Wilding Mr. John Henry Butte County Building Department 7 County Center Drive Oroville, CA 95965 Re: Wolk Residence Addition BUTTE CCOJ-ry BUIL iM DEPARMEN i l 1) Garage Footing AIternate 2) Garage Wall Framing Alternate 3) Garage Door Header Alternate 4). Shed Structure Elimination Dear Ms. Wilding acid Mr. Henry: Robin Trenda; the contractor for the Wolk residence' addition, telephoned me and has requested me to write you this letter to clarify and/or provide construction alternatives for the following items: 1) Garage footing detail clarification - details "C"&"B" on sheet 6 are adequate for conditions where the slab'elevation is 2'-0" or less than the adjacent finish grade, however some portions of the garage slab are higher than 2'-©" above the finish grade and in Chose areas the contractor can use detail "A" on sheet b. 2) Garage exterior wall framing alternates - the exterior walls of the garage may be framed with 2X6 or 2X4 studs @26"o.c. at contractors option. 3) Garage door header alternates - the 16'-0" garage door opening be framed with the 6X14 as shown on the .may plans or at the contractors option a 3 1/2" X-11 7/8" versa -lam, or 2 - 1 3/4" X 11 7/8" versa - lams! nailed together w/one row 16d of @ 12"o.c top and bottom may be 4ed. 4) Elimination of shed structure - The shed structure adjacent to the garage can be eliminated without any negative structural effects to the remaining structure. If you have any questions please call. FESS/Q Sincerely, Q�tG �n••s•� �,. Wayne E. Parker PiE. OAC . w , N�S,`. Structural Projects. Manager EXP CC: Robin Trenda : ' Peter •°• C IV �' •' J' qlF &Theresa `)Volk OF ! b Ort - 430 -ooS r ■ \LH PAcIFIc, INC. ` CIVIL ENGINEERS LAND SURVEYORS • PLANNERS A MEMBER OF KLM ENGINEERING GROUP, INC. August 21, 1992 COUNTY oc 13 SUILDl G:DEPi T Ms. Barbara Wilding AUG2 I�1 ��2 Mr. John Henry . Butte County Building Department 7 County Center Drive Oroville-, CA 95965 Re: Wolk Residence Addition 1) Garage Footing Alternate 2) Garage Wall Framing Alternate 3) Garage Door Header Alternate 4) Shed Structure Elimination Dear Ms. Wilding and Mr. Henry: Robin Trenda, the contractor for the Wolk residence addition, telephoned me and has requested me to write you this letter to clarify and/or provide construction alternatives for the following items: 1) Garage footing detail clarification - details "C"&"B" on sheet 6 are adequate for conditions where the slab elevation is 2'-0" or less than the adjacent finish grade, however some portions of the garage slab are higher than 2'-0" above the finish grade and in those areas the contractor can use detail "A" on sheet 6. 2) Garage exterior wall framing alternates - the exterior walls of the garage may be framed with 2X6 or 2X4 studs @16"o.c. at contractors option. 3) Garage door header alternates - the 16'-0" garage door opening may be framed with the 6X14 as shown on the plans or at the contractors option a 3 1/2" X 11 7/8" versa -lam, or 2 - 1 3/4" X 11 7/8" versa - lams nailed together w/one row of 16d @ 12"o.c top and bottom may be used. 4) Elimination of shed structure - The shed structure adjacent to the garage can be eliminated without any negative structural effects to the remaining structure. If you have any questions please call. oQV OTESSJOI �P NE P A9 C v �^tiGr/ a r M �� `A /� • m QUIL; p/ OU No. 44572 . ao App ••.c 000 �✓ OF CAI.\F Sincerely, Wayne E. Parker, P.E. Structural Projects Manager CC: Robin Trenda Peter & Theresa Wolk 1647 Hartnell Avenue, Suite 6 • Redding, California 96002 • Office (916) 222-8388 • FAX(916)221-2266 n .r ' K`N PAC/F/C INC. CIVIL ENGINEERS • LAND SURVEYORS A MEMBER OF KLM ENGINEERING GROUP, INC. August 21, 1992 Ms. Barbara Wilding Mr. John Henry Butte County Building Department 7 County Center Drive Oroville, CA 95965 Re: Wolk Residence Addition Dear Ms. Wilding and Mr. Henry: 1) :Garage Footing Alternate 2) Garage Wall Framing Alternate 3) Garage Door Header Alternate 4) Shed Structure Elimination • PLANNERS Robin Trenda, the contractor for the Wolk residence addition, telephoned me and has requested me to write you this letter to clarify and/or provide construction alternatives for the following items: 1) Garage footing detail clarification - details "C"&"B" on sheet 6 are adequate for conditions where the slab elevation is 2'-0" or less than the adjacent finish grade, however some portions of the garage slab are higher than 2'-0" above the finish grade and in those areas the contractor can use detail "A" on sheet 6. 2) Garage exterior wall framing alternates - the exterior walls of the garage may be framed with 2X6 or 2X4 studs @16"o.c. at contractors option. 3) Garage door header alternates - the 16'-0" garage door opening may be framed with the 6X14 as shown on the plans or at the contractors option a 3 1/2" X 11 7/8" versa -lam, or 2 - 1 3/4" X 111/8" versa - lams nailed together w/one row of 16d @ 12"o.c top and bottom may be used. 4) Elimination of shed structure - The shed structure adjacent to the garage can be eliminated without any negative structural effects to the remaining structure. If you have any questions please call. 1,0FESSIn lOE PAI ou�. 9,FFB c,� 1,MING DLPAR'No.4rM 572 !°• .F �S."T� y '° EXP �°•°C ApPRO��D �9l�OfIVI CAL`°�o���Q Sincerely, 6� � r"� Wayne E. Parker, P.E. Structural Projects Manager CC: Robin Trenda Peter & Theresa Wolk 1647 Hartnell Avenue, Suite 6 Redding, California 96002 Office (916) 222-8388 • FAX(916)221-2266 i Owner:— Wow&� I" m LOCATION ENERGY CERTIFICATION DESCRIPTION OF INSULATION ROOF MATERIAL THICKNESS EXTERIOR WALL MATERIAL Fibe.rg ss THICKNESS CEILING BRAND NAME_ THERMAL RES. Permit# A.P.# E BRAND NAME Certineeed THERMAL RES. BATT OR BLANKET TSE—FIBERGLASS BRAND-NAME Cert' eed THICKNESS �� �� THERMAL RES �S LOOSE FILL INSULSAFE III BRAND NAME CERTAINTEED THICKNESS THERMAL RES. FLOOR—ELEVATED, MATERIAL Fiberglass THICKNESS FLOOR—SLAB INTERIOR WALL MATERIAL Fiberglas THICKNESS. BRAND NAME Certineed THERMAL RES. BRAND NAME Certineed" THERMAL RES. •► l I HEREBY CERTIFY THAT. THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF. ENERGY REQUIREMENTS. HAWKINS INII.INC/dba SHASTA INSULATION LIC.#6507;2 -7< .0at 9 Ihereby certify.the above insulation_and all requi ed items as shown on the building department apiiroved plans and at.tac.hments have• been. installed as required by the State of California Energy hequirement.s. All 'equipment , devices and mat eri.,l ai-e of the qu'al i..ty. pc scri ted or are specifi.cally'approved by the State (if Cal ii.. FIRM NAME/OWNER (PLEASE PRINT) STATE CONI. L1C0 SIGNATURE OF GENERAL CONTiOWNER DATE This certificate must. be on -file -with the Building Dept prior to Final I(LH P r . I, I CIVIL ENGINEERS, LAND SURVEYORS PLANNERS July 24, 1992 1647 Hartnell Avenue, Suite 5 Redding, CA 96002 Office (916) 222-8388 FAX (916) 221-2266 eUI D]Ivr T� JUL 2 g 1992 J Ms. Barbara Wilding Mr. John Henry Butte County Building Department 7 County Center Drive Oroville, CA 95965 Re: Wolk Residence Addition Thicken Foundation Dear Ms. Wilding and Mr. Henry: Robin Trenda, contractor on the Wolk residence addition, telephoned me and described an unexpected depression or hole in the lava cap below a .portion of the addition foundation. The depression was approximately 1'-0"t deep. I suggested that he fill the depression with a lean mix of concrete or simply cast a thicker footing during the foundation pour. The latter option was used. This is satisfactory to me and, the inspector on site did see this condition prior to the concrete pour.. If you should have any questions, please do not hesitate to contact me at 916 222-8388. Sincerely, Wayne E. Parker, P.E. Structural Projects Manager cc: Robin Trenda A MEMBER OF KLwN ENGINEERING GROUP, INC. JUL 27 '92 1149 P.2/2 1647 Hartnell Avenue, Suint 5 i KLN.pAcimc, Nc. Redding. CA 86602 CIVIL ENGINEERS, LAND SURVEYORS Fax (916)a2,-2�a PLANNERS July 24, 1992 Ms. Barbara Wilding Mr. John Henry Butte County Building Department 7 County Center Drive Oroville, CA 95965 ,r Re: Wolk Residence Addition Thicken Foundation Dear Ms. Wilding and Mr. Henry: Robin Trenda, contractor on the Wolk residence addition, telephoned me and described an unexpected depression or hole in the lava cap below a portion of the addition foundation. The depression was approximately V -0"t deep. I suggested that he fill the depression with a lean mix of concrete or simply cast a thicker footing during the foundation pour. The latter option was used. This is satisfactory to me and, the inspector on site did.see this conditioniprior to the concrete pour. If'you should have any questions, please do not hesitate to contact me at 916 222-8388. Sincerely, Wayne E. Parker, P.E. Structural Projects Manager L. cc: Robin Trenda �... .► Ham.; _ , i' AMSMMOO KLH EtrAMEMM CROW, WM 0 7Fsi ) 7, ill r auna lc3p ON min �o Lms,, y a ��r ��na �oNAINnpp lss, 12, ,�d D 7/7/^ n-1ON ne Nnp -L it 't �j� �lCLH'P"AClF"lC,\ INC.CIVIL ENGINEERS, LAND SURVEYORSPLANNERS 16w'Hartnell Avenue, Suite . Redding, CA 96002 Office (916) 222-8388 FAX (916) 221-2266 SHEET: C1 DATE: 5-26-92 JOB NO: 92046.00 BY: WAYNE PARKER ^���� 1- ' =~�--r��-����� STRUCTURAL CALCULATIONS WOU< ADDITION ' 1481 RIM ROCK ROAD, CHICO, CA 95928 ' CONTENTS PAGES ^ ` . ' 1. COVER SHEET AND GENERAL NOTES C1-C4 2. LOADS L1 3. PROJECT DESCRIPTION ` - P1 4. EXISTING WALL LOAD CAPACITIES E1 -E4 5. GRAVITY FRAMING G1 -G3 6. DIAPHRAGMS D1 -D2 7 , SHEARWALLS ' S1 -S10 ^ 8. FOUNDATIONS '` F1 -F2 - ` . ^ 9. ICBO REPORT #4398 1-4 , ' -w 0 Wry ' �� �� .�� PPR - "«nV ` = ��� �� N� --^�y ~ wm� 0�'��k � oe 572 E, Exp -"m ^uEM� MEMBER ��� ��CAO� ' KIM ENGINEERING GROUP, INC. ' • '-'R.1 a •' _ .• - ' Y .. ♦ ' F- meq' . C2 GENERAL NOTES: FRAMING LUMBER 1. All Framing Lumber shall_conf.orm with provisionof the American Softwood Lumber Standard PS -20-70 and each piece shall bear the -grade stamp of an approved grading agency. Framing Lumber shall be Douglas Fir S4s, unless otherwise noted. 4rl 'woodin contact=with-concrete or masonry is to be pressure treated Douglas Fir. The following grades shall: 'be the minimum acceptable grades (U.N.O.) on plans:'. A) Studs - 2" to 4" thick, 2" to 6" wide, No. 2. B) Beams, headers, and post 1) . 211 to 4" thi_c.k_,=5_',.and-wi_der_.— 2)-. 5""and thicker No., ..' t) -27k rafters and joist No. 2. f - D) Plates and blocking Standard or Const.°Grade y•-. 2. Plywood sheathing shall conform to PS 1-83. Maximum i unframed holes in sheathing shall be 3" in diameter,. See plans for roof, floor and shear panel sheathing and nailing. • r F 3. All framing anchors, clips, straps, hangers, etc. shall be manufactured by'Simpson Company or equivalent., ; 4. Nailing Schedule: See table 23-Q''1988 UBC.~ all nails exposed to the weather shall be galvanized.' 5: �Anch r bol"ts to be 1%2" 10"Jong, embedded in 0 concrete,-�wi°thi,n'12"'-of�en`ds�o+=pl-ates —and,corners=and - • ; ra=� a ., GLU-LAM BEAMS: - 1. S_ mple�span-.g:l_u-1-am-beams-steal_l—be_a_c.omb-i.nat-i_on=o_f 24F=V4"� DF/DF and continuous or cantilevered glu-lam beams shall be a combination of 24F -V DF/DF as established by the American = Institute.of Timber Construction (U.N.O.). Industrial grade appearance (U.N.O.), exterior glue, dry condition of use, and shall conform to the requirements of-U.B.C. standard 25 10. Manufacturer to provide a certificate of compliance for-, all glu-lam beams. C3 PRE -FABRICATED TRUSSES: 1. All Truss designs shall bear the name and seal of a licensed professional engineer. 2. Truss manufacture shall submit drawings and calculations to all governing agencies for review before fabrication. MANUFACTURED JOIST: 1. Manufactured joist shall be Truss Joist or equivalent. 2. Joist manufacturer shall furnish shop drawings and calculations signed by an engineer licensed in the state .of California, and shall be responsible for any requirements -of the building department. 3. Joist hanger capacity to meet or exceed joist shear capacity. 4. Extend all post and. trimmers through floor -to mudsill or provide solid blocking below per joist manufacture recommendations. ROUGH CARPENTRY 1. All flush - framed joist shall seat in Simpson hangers (U.N.O.). 2. Bolt heads and nuts against wood shall bear against standard steel washers, unless special washers called for on'plans or details. Immediately prior to lathing, all. bolts and lags throughout building shall be tightened. 3. Lag screws shall be turned, not driven, into predrilled holes of 2/3 the shank size (DIA.) of the lag. 4. Contractor shall install sufficient structural sheathing,or bracing to provide adequate stability to the structure during construction. 5. Where plumbing, heating or other ducts are placed on a partition requiring the cutting of the double plate, a steel strap 1/81"x 1/2" x 24" shall be fastened to each side of the top plates with 6- 16d nails at each end. 6. One floor joist shall be added at all interior non - bearing walls longer than 6' - 0" that are parallel 'to the floor framing. 7. Top of foundation to be a minimum of 6" above adjacent finish grade. M C4 S. Cutting and boring of wood studs: A) Let - ins are not permitted (U.N.O.) B) Non - bearing wood studs may be cut or notched to a maxi mum . depth of 25% of the width of the stud. C) Holes with diameters.less than 40% of the stud width may be bored. D) Bored holes with diameter less than 60% of the stud width are permitted in non - bearing walls or in any wall where each stud is doubled, provided that the edge of the bored hole is more than 5/8" to the edge of the stud. 9. Balloon frame (full height studs) at exterior walls, where sloping ceilings occur (U.N.O.). 10. Use two trimmers each end of each beam and header over , 6'-0" long, and one trimmer each end less than 6' - 0" long (U.N.O.). 11. All studs to have double top plates of the same dimension as the studs. Plates to be lapped a minimum of 48" between splices and shall be connected together with a. minimum of 12-16d nails (U.N.O.). i • r LOADS ROOF DEAD LOAD COMPO ROOFING 1/2" CDX PLY TRUSSES @ 24"o.c. 5/8" GYP. INSULATION MISC. FLOOR DEAD LOAD FLOORING `3/4" T&G PLY FRAMING 5/8" GYP. INSULATION MISC. 1.5�. 2.0 2.e 1.0 2.5 12.0 PSF 1.5 2.3 2.0 2.8 1.0 .4 10.0 PSF L1 LIVE LOAD 30 PSF (SNOW) LIVE LOAD 40 PSF EXTERIOR WALLS INTERIOR WALLS STONE VENEER 3/8" PLY 1.1 1.1 1/2" GYP. 4.4 1X6 SIDING 2.0 40.0 2X4 @ 16" o.c. 1.1 2X6 @ '16" o.c. 1.7. 1.7 MISC.' 1.5 1/2" GYP. 2.2 2.2 =---__ INSUL. & MISC. 3.0 3.0 7.0 PSF 10.0 PSF 48.0 PSF LATERAL WIND, 80 MPH, EXP. C, I=1.0, qs=17 psf, Cq=1.3, Ce=1.2 @ H<20' Ce=1.3 @ 20'<H<40' H<20' P=26.5 PSF H<40' P=28.7 PSF SEISMIC ZONE 3 (Z=.3), I=1".0, C=2.75, Rw=8.0 V=.103W SOIL CLASS 4, TABLE,29-B (1988 UBC) ( LAVA CAP -CONSERVATIVE ) ALLOWABLE BEARING PRESSURE 1500 PSF. PASSIVE LATERAL PRESSURE 150 PCF/FT ACTIVE LATERAL PRESSURE 35 PCF/FT COEFFICIENT OF FRICTION .25 ICLH P IFIC', INC. CIVIL ENGINEERS, LAND SURVEYORS PLANNERS WOLK RESIDENCE - ADDITION AND REMODEL PROJECT DESCRIPTION 1647 Hartnell Avenue, Suite 5 Redding, CA 96002 Office (916) 222-8388 FAX (916) 221-2266 The proposed additions and remodel to the Wolk residence at 1481 Rim Rock Road, Chico, California consist of a guest addition of 1044 square feet at the south end of the existing structure and a new garage addition (704 square feet) west of the existing garage. The existing garage is to be remodeled into the second family room, and office (615 square feet). The existing structure was built in 1986 and at that time the local building department did not require a full lateral (wind and seismic) analysis prior to permit issuance. Therefore; a lateral. analysis of the existing structure will not be performed, however the new additions will be.designed for code level lateral loads without adding additional lateral loads to the existing structure. Also, where we have proposed to remove portions of existing walls for windows and door openings, we will determine the existing lateral and gravity load carrying capacities and provide a retrofit design for the new walls to equal or surpass the load carrying capacities of the existing walls prior to remodel. A MEMBER OF KLH ENGINEERING GROUP, INC. ` KLII PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS PROJECT: Ot-K D / r ofJ SHEET: DATE: JOB NO: ^ 1647 Hartnell Ave., Suite 5 Redding, Califomla 96002 BY: (916) 222-8388 FAX (916) 221-2266 5T�4 /Ll 7V cgIowc, 5�,, rYo NoLooe.:� 7t,�t wlNn W1rt�s = Cl 4( lo�y�ly��i.6b - 7- 117- >oT(/0•S) F . 4 • h � PROJECT: SHEET: � LH PACIFIC, INC.. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS Z DATE: JOB NO: 1647 Hartnell Ave., Suite 5 Redding, California 96002 (916) 222-8388 FAX (916) 221-2266 BY. F wsT G,f t4WE Ivo e ri-1 I V -4t _ , I P' m �f 000c wAtc_ i 3Z 5P� I P.a� 31oo* ` nrP P2DC...= •�.r �.F.;.l.� r -ox pl-y lk// �c�� («e/c c,, N, , lnboD FOi2, ;Z (rj L1C �L 64,111617 y z&y x i71.5' - Y670 SHF�2wy-CL S7Ut-FSIL%Zy C,�-��¢G/Ty �i.�i�m� CNo Hoc-oowNS) W R lq-S = �7B 0ZS)Z/Z + �y�/7.5)� _ �8`15q f� — r -T ? 11� a -r = V ( /3 � Y��x � �•sg # c�Nr�ec�-s -7'( z pi;{) = 8 Y Z9 Y pt -F b' AL4- pc = fs 0) _ €i0 Soy i rJ rr, 1.t/ Es4vfjf DSS/6iy' :i��8 .' R 0—PL>r �. Z /2-0 sT1 9 '._T6-�- v = t S J:z/ — flwA /.15 0o) txTc = tog Ing OA 3-z/6— - — - =SNL vo e !� PROJECT: SHEET: I"I PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS �3 DATE: JOB NO: ' 1647 Hartnell Ave., Suite 5 Redding, California 96002 BY . (916) 222-8388 FAX (916) 221-2266 -7'( z pi;{) = 8 Y Z9 Y pt -F b' AL4- pc = fs 0) _ €i0 Soy i rJ rr, 1.t/ Es4vfjf DSS/6iy' :i��8 .' R 0—PL>r �. Z /2-0 sT1 9 '._T6-�- v = t S J:z/ — flwA /.15 0o) txTc = tog Ing OA 3-z/6— - — - =SNL vo e !� ` KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS PROJECT: SHEET: DATE: JOB NO: ' 1647 Hartnell Ave., SuRe 5 Redding, California 96002 BY. (916) 222-8388 "` FAX (916) 221-2266 ` PROJECT: SHEET: LM PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS DATE: JOB NO: — 1647 Hartnell Ave., Suite 5 Redding, California 96002 (916) 222-8388 FAX (916) 221-2266 G gg BY. wt�` iC3o� 60{ JZx�ozy������ 17 PTC_�� e /c .. _.. '� .� '....� .•;...i ...'tet. �,,; �. ! .1(....�,..'..' .. �. _ � .r _ . ......�. , Wt OL 7 to 1677 eglsth ckcs �41r of _ C�2)f co i06 qo celti- fi� 4� P zoo v C Nom) /g .•F _, _ - S f, , 70 >raw/ e r e' i ' ' PROJECT: SHEET: KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS DATE: JOB NO: 1647 Hartnell Ave., Suite 5 Redding, California 96002 (916) 222-8388 FAX (916) 221-2266 6; R AV f -r BY: R, T-(- = 3Z3 7'x S qJ�'j� szz9�' �3 _ 1*70 Au=yz sx = 8y -T) r zq o VIEW a*/ e"c pyoK H oolc- _ to 'C rz) 4 �S .L LoS 7�SC30) --- 1, l -7 � Au- � J, P -r 3 AN,Ar• pVfv � 69* e,,n� V p r PROJECT: SHEET: LH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS DATE: JOB NO: 1647 Hartnell Ave., Suite 5 Redding, California 96002 (916) 222-8388 FAX (916) 221-2286 �� (/% T �� BY: I IT -1 6 1 ill-of o 'P6KPIK Phi v LH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS PROJECT: SHEET: DATE: ���5 T �:ooIT��N� p H �� -wclc._70CF JOB NO: 1647 Hartnell Ave., Suite 5 Redding, California 96002 (916) 22248388 FAX (916) 221-2266 11-751 BY. - r ....�.,� . r. . _ I �� { # { ' W L vy = -/ I ` Z Co ' S f�S-� /= ifZ�j t7'„•, m :. GgJ12�US 11.6 7 Sorb v'/ OE w CS7(12)+ 11 1/6 L r 1 _ � I,vZN-s �� c ZC-S s�:>_ 44 C151C/lf/L1171 - +• , i Fes' Xz),ADIR +y-)�7>]403 / 1 S• wxwc- G��E# ` CkOggS r I r , 497c1'7 Id=r 25' r• QL , aodle, - �..• -- �.-a-,.--� RY y (�tSaCZi=33oo rt ��2''�Z�Jd 7.V 3 `1.8719 -1,rr Z --I 1 i (fez 238 C7o.Zs) Y97y YS79 3a -S lGO /59 Cfr• 7S') I Ij.: ► 35 /_ lay / IL 7 t 9 21CI +('s) 331fo Iq1& No.S y7 CkOggS r I r , 497c1'7 Id=r 25' r• QL , aodle, - �..• -- �.-a-,.--� RY y (�tSaCZi=33oo rt ��2''�Z�Jd KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS 1647 Hartnell Ave., Suite 5 PROJECT: SHEET: DATE: 6,4xAzi 4aal re op-) JOB NO: Redding, California 96002 (916) 222-8388 FAX (916) 221-2266 BY: J- 4.RI j +zz 7z Vi I fib t _\4 JA) -Z 904.-iS-) ZtZp,� �_ X L4 _-4 JA)p 10 o -R I 7 -r.4 )cc S 4;CS- ,6 rAE: rr,l-t�,Ijace e,D, ADDS /Jo 1-OA0., -ro Rit 4 tIF s1_1rr"c> eoo,r- c r I- -77c�, -mx70�D SA1,cp 4;Z RIL I , piou IN 2y 370 ' PROJECT: SHEET: LH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS DATE: JOB NO: 1647 Hartnell Ave., Suite 5 Redding, California 96002 (916) 22248368 FAX (916) 221-2266BY: �Nra r�/l�4S' Z067rrS" 1 "FOWC "�r�rs 1�{ 0 s c biz '' 67739: T= 6yS! � 1` ��7� Ir✓ � cy-z' ��PyTq✓ t ; • I . � ��ti•Not(� rL,r, � ��� e,Zua(c, 9,N, PAP, 0 � � 411 LT! ,DA/ 72 ,oJ5?' N Ito \j Ito ® 0 0 n o1►,�,d S 7 6 Z8 A, 6. S Zoe PROJECT: SHEET: KLH Z PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS DATE: PLANNERS JOB NO: 1647 Hartnell Ave., Suite 6 �— Redding, 8lif96002 BY: (916) 222-83888 FAX (916) 221-2288 9 • I . � ��ti•Not(� rL,r, � ��� e,Zua(c, 9,N, PAP, 0 � � 411 LT! ,DA/ 72 ,oJ5?' N Ito \j Ito ® 0 0 n o1►,�,d S 7 6 Z8 A, 6. S Zoe LH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS PROJECT: SHEET: DATE: JOB NO: 1647 Hartnell Ave., Suite 5 Redding, California 96002 BY: (916) 222-8388 FAX (916) 221-2266 187? _— 2 pcF 8 • �y879' _ wipe -- 06'7-2 C Zll87 %— X177' Syf, 7 /Ci9 vjSf EQ 1 S.S' moi `l kdj 2 Cr SH `AK 7KAN S{oX -! l !S'-fA K ` l 6 .a. � r/ ' D N � LICY.Js PROJECT: SHEET: KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS DATE: JOB NO: -�. 1647 Hartnell Ave., Suite 5 Redding, California 96002 (916) 222-8388 FAX (916) 221-2266 BY. SH `AK 7KAN S{oX -! l !S'-fA K ` l 6 .a. � r/ ' D N � LICY.Js KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS PROJECT: SHEET: DATE: JOB NO: 1647 Hartnell Ave., Suite 5 Redding, California 96002 (916) 222-8388 FAX (916) 221-2266 BY: �34o Ir ; s ® I - I i ply. C O I Z) -{ I 5 0"gr L4 7,- c- 7 .� tiQr��No�c�oQ P II ? KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS PROJECT: SHEET: DATE: n� v JOB NO: 1647 Hartnell Ave., Suite 5 Redding, Califomia 96002 (916) 222-8388 FAX (916) 221-2266 BY. R PTO S sc- �t� tory p u PROJECT: SHEET: C KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS DATE: PLANNERS JOB NO: 1647 Hartnell Ave., Suite 5 Redding. California 96002 t/ (916) 222-6388 FAX (916) 221-2268 13Y. tory p u ' KLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS PROJECT: SHEET: DATE: JOB NO: • 1647 Hartnell Ave., Suite 5 Redding, California 96002 BY: (916) 222-8388 FAX (916) 221-2286 0 D lr✓ iso46 y s v z el, ,,i7 W ire` C/Z) a- IZ.6-(10) = 173 pLF 1 I5 ys�-.q --7f.u � 2 M 07 = r y s8 (I z. s) R7 ryl oT = Ig5-6 CI z) . l -7kfG v4w.g = E173 i y z7,N CF7 7= /57Z# =E70 EEE y I _/4 AJ C H OR 162!,T P,oLT S 17F !l_Z. ' PSCu Lo w OR_S6a VC—LOA- P� E 2 Y?/ 3 X S_' -c?". Z 3X X `3 1'0�' 610- 84Z 590, g63 _._218 16-7 ZII 1 0 281 5'�S 99/ r_ r5go_ Z 1) 150 Z53 280 31 361 _ sb� 63Z */, PER Tq eLlE ZS- f 11 be u e C ? SEcTicAJ 2. its S-rREIs I &rCR [ASE. Fox www OR S E/Sw!C. 3. S/lJccE S/-OwAe SILL PLATE ZdLTS 11,1 M4 A=Co gol.T S /� Auow. �a90 . A_ Uow w OR_S6a VC—LOA- P� F •��� 5 ! b,, i S_' -c?". �' 6!'- 4 �. 0„ ;'• 6�' `3 1'0�' 84Z 140 153 16$ 16-7 ZII 2y1 281 337 4ZI d> 1264 Z 1) Z3o Z53 280 31 361 y tl sb� 63Z NoT�S; I. 3396 lxxfeF,4SE WAT C1SgrD ( LooloD IS rA pcl.�c) Z. SEe wO-WS' 1 4'3 ArOVS 3. EMMCP SOLT 7" mIPJ. It 41 ole- w+A4 si�Ac,N(,, Z got,ts PAElf nit4.vN8oEA wi10. r 001-7 W/VVIAJ It" E/1. EtiJD OF E,4. Pi.EcE . (19if 4FSC Zr1L'7(4). SHEAR WALL NOTES: (SEE NOTES 1 THROUGH 8 TYPICAL,) 1. STUDS 0 16" 0/C MAXIMUM SPACING. Z. SILL • S.W. SHEATHING EDGE NAILING - ANCHOR LT.$— _NAILING REMARKS j.:7 uC�K ---�- c6 ,fie„� a 5=o'd'^ --I ,BLOCK ALL UNSUPPORTED PLYWOOD EDGES W/8x FULL DEPTH BLOCKING. 8. ALL EXTERIOR WALLS NOT DESILNATED AS SHEAR WALLS (S.W. ) ARE TO BE SHEATHED W/SANS PLYWOOD AS SHEAR WALLS • NAILED W/Bd O EL— - 7. SILL PLATS ANCHOR BOLTS, HOLDOWN ANCHORS 8 PURLIN ANCHOR$ SHALL BE ACCURATELY POSITIONED PRIOR TO POURING OF CONCRETE. S. AT SHEAR WALLS SHEATHED ON BOTH SIDES THE PLYWOOD 811SETS SHALL BE STAGGERED 80 EDGE NAILING DOES NOT OCCUR ON COMMON STUDS. OR USE 3x STUDS AND BLOCKING AT EDGE NAILING AND r ' 9 s 3i• C 64¢�t f ,,y' MOS- rc�K P o L � t a�.ic �S O;/d �. eC v,c 4c' a Y I” , .. I > iu7N Sib '1 s ad •,� �'C OX 60 SHEAR WALL NOTES: (SEE NOTES 1 THROUGH 8 TYPICAL,) 1. STUDS 0 16" 0/C MAXIMUM SPACING. Z. PLYWOOD NAILS ARE TO BS COMMON WIRE NAILS W/1 1/1" MIN. PEN. • AT 8d & 1 6/8" MIN. PER. O 10d NAILS. NAIL HEADS PENETRATING OUTER PLYWOOD LAMINATION WILL BR CONSIDERED REJECTABLE k RENAILING MAY BE REQUIRED. 3. FIELD NAILING SHALL BE 8d AT 11" O/C. 4. EDGE NAIL PLYWOOD TO ALL POST k STUDS W/HOLDOWNS (HD/S) OR PURLIN ANCHORS (PAID). 5. ,BLOCK ALL UNSUPPORTED PLYWOOD EDGES W/8x FULL DEPTH BLOCKING. 8. ALL EXTERIOR WALLS NOT DESILNATED AS SHEAR WALLS (S.W. ) ARE TO BE SHEATHED W/SANS PLYWOOD AS SHEAR WALLS • NAILED W/Bd O 8" EDGES & 11" O/C FIELD. - 7. SILL PLATS ANCHOR BOLTS, HOLDOWN ANCHORS 8 PURLIN ANCHOR$ SHALL BE ACCURATELY POSITIONED PRIOR TO POURING OF CONCRETE. S. AT SHEAR WALLS SHEATHED ON BOTH SIDES THE PLYWOOD 811SETS SHALL BE STAGGERED 80 EDGE NAILING DOES NOT OCCUR ON COMMON STUDS. OR USE 3x STUDS AND BLOCKING AT EDGE NAILING AND STAGGER EDGE•.NAILING. EEwC 222 N N N 088 . n FooT14 Gt s G M lip UL -F— bl oo Pric) S Tie I P F ooT/lV6r s i • w loy►{ FACIbR ku.ov/. 6RA�lali PL.F RE 1 /JFoRC/F/14RNT' � Z h 8 1.0 15 C* I Soo " 2- !# y c Co AJT. 9 1575 117 Lig Z -oq CA>A1T. 8 " I • l 165-0 2'17$ Z .Ay co MT.' - �+ 6 oT .1M Ll- 130-r. rr, w, 2" 1.4 /$ ooe - 4A q QoT_ 4- 41 y[ o Av'T lZ'' /. 90 &300 6; -ot Co NT. m pr p-r,q Woo rq 4kOwje(A /JJFo-ecENl ENT Z IS 8 / _ ' Z IZ" 2 Lao - �+ 6 oT .1M Ll- 130-r. rr, w, 2" 1.4 /$ ooe - 4A q QoT_ m PST. I b+t4, WfA-V. 30 p r_SIF 7 --- za t� o 1.7 ( Zo . _ Z, �6 � 3b; I # _N I 4 rM B 4,0 Fra /N To F'OGLD 6 �. %ZoURfl�i✓ � 0 2 cts� 3jy b x�zr, AfV,ys I� G D�Z�I�. qNo e�fbxY ���rr (N� f��CKe�2=/T�' /-lS2GU SoLlp Ji oIJD Pkv I cgo t�'F�.p�.od2T yScf �i f l4 J,4 o MZ,0007P/C, Ste" y L PROJECT: SHEET: kLH PACIFIC, INC. CIVIL ENGINEERS. LAND SURVEYORS PLANNERS DATE: JOB NO: -' 1647 Hartnell Ave., Suite 5 Redding, Califomia 96002 BY: 222-8388 FAX (916) 221-2266 PST. I b+t4, WfA-V. 30 p r_SIF 7 --- za t� o 1.7 ( Zo . _ Z, �6 � 3b; I # _N I 4 rM B 4,0 Fra /N To F'OGLD 6 �. %ZoURfl�i✓ � 0 2 cts� 3jy b x�zr, AfV,ys I� G D�Z�I�. qNo e�fbxY ���rr (N� f��CKe�2=/T�' /-lS2GU SoLlp Ji oIJD Pkv I cgo t�'F�.p�.od2T yScf �i f l4 J,4 o MZ,0007P/C, Ste" y L M 1 _ SNE E,{A-•-------- -- . -- _ --�,�'�� ` � � . . 1. } LL w OM '"'� L�. y1� . •v f,; t iG": G: CL ..� • � , ' • • - � . � O�b� :� tee+ cs « Il( },Saco -1 ...._....-._.-t.-_ _-_.- „( > 44 if LDnm SP C71CAMNS to, Crm 2x0 2 MEN{IR .2 OF 2 W -L SOT Don 22. It I1f11-FIR .2 DF -L .2 OF -L 'SS 22. srK10RRp 02 STUD DI{ PLATtoo l3 TOR R-SOw mains / EF TRUDS LOADING ICoo 1, µ•OL ON top CMORD 50.0 PY d ON "CLING . 101 PSP rir0L O[S1Q LDRC , .0.0 ►]F . . 5 Pu CEILI.O 113C*EON r.REYl5/9• ORT N1µ1 LARD warrw INCRENSE . I.zs NOTE- L `Ct£MIIOin-Fa.EI Sn ICES AT US EIr1pA [W a► I/IKe►A'IEL IO. UDICCRrED. r ' ifID6`A /ORC!! /[011 LEFT To RIGHT. ro+r '"'NO wTf • - t 1. -2@4 0 1. 2551166 N 1. N MSM S. m R[Kr�f0N A 9. [els - i 2. -nn S 3� 1719 N 2r m N .. -4R R[ACTIOM • S. 1016 I s. -�4 fs f .. - DERRInD AREA REO'D ISO CR)) ~ mom •. 51 22••SSlw// [I.•uw S/ iV AfA[ O 90F Ess/0 t�J�W. GRECO��•c - + Na [30450 CIVIL IE p�CJ��� w AT.T L 7" STUB Y 5-6.w-+:5660 PLATES UN II[163 ,00 3 -SD Iv a i�AD 13m c9aff ) I[ [24'451 I BUILDING DEPARTMENT' .: r24•-0.or dvsMlL tRrW In�tt, aTa, nu. ,.[ .rP nU,ln o- ,w auP Do AN uK z..00 • D.C. s/Ives r " d+'�a r� [- tu° vN i lr V.,a c. Fre ,[ "i�°l.o aolwo w� u 4114 R.x 16 'i�:•l:,P� 0 'dlna , d. "fi:a o'dc,nid. '4..•,�""`::a: ' • :.:. -w i:[f'ewL a1- 4oRIN',"tI`°n'f,�it, '.:461[x:":' a'°.n'e4 A N A D V T R U S® DESIGN T R U S W A. L +oODONtf[,. .,,,�; r1.2- r•a-a.r-.o- m.»[,u , ':dn'Iii[ ,n..':: a ic"`:'Nn' f. .'S6[[^.:,:wi'S».P.°'[ n "f .°D[ :o,iePi�>7i.4 eI"' A-62311 r,nv..nnw anmi,w • tnea a..�, ,w ,[ i �n1d%'i,�P c•tYli4q c,wn.nnr,rvli iP-sax,K.;'14. i[aci,iis:o.ilinii aawl.n i [w,a wcrKa o1,P T e 5 j((I LISAER SPECIFICATIONS i ` f meme01 rwx t R01 LEFT To mci t[ .. ... - . •• - - _ . . TOP CKCID 220 .2 MCI -/IR 10/ tlmRo Demon C.a110 WEDS R[ACTIONa •' •2 a•t T 1.-10]M 0 1, Kw N 1, D7 N 4, 425 11 "0' . 1. x12 �) py, ITOOr-1.22 IO9 MC,-fta T 2t -2729 ° 2, "SO M L -722 Y S. i6S• REACTION • to Its" ? `�"""tT'•7 '�" FKEC T 2 - C011flETE' TRUSSES REOUIREDI I DOr t1aRo 2.. SEL-Snt. I!7{IR r . 5. -7.es D s. •77n77s77S1I N 2. 4295 N D. so ip ]•0�i S.i.Or * Sp�Ina3 RMOCOaupllREpEnan•,2•�:� a- •• -00" 6 S. T7T7 S NtRtl[i0N0.�1 iCWIDE 1e5OF-l.Se IRSR NE11411 MESS 22. STATO OR STUD MEM -F �ERRnD . S ..'S01tl' - ,a0 NRl`L�SfMf.OFA[D �f Ir 8•€: J 4.QtOr tRlgS LORD 1.0 1cow 11 MER! Iw YILs AT Ir_O.C. TIR01101WT�-T 3240. ON TOP x1020 . w.0 ►SF - }MER [.,.Is. II4.CanrR. MC1-I, R- MATING Is FOR R•S000 . R ONCEILING . 10.0 PSP . i� LOADESSlpyq` SERIES / OF . s CEII LLib IK{Ej Ivi• CRT HALLI OQROf NODIi IONL LOOMS CONC. K KAT 60.01 O.OLLI Los at Otsf B.S. .OTC+ LOC It INTTo 1-E6 SPLICES RT 1/S COAC. K KMT 5110.01 U! RI IAIIR POI.i S PR.LL LENDro -FA 9 1MCrf5 Ron LORD DUWrI ON INCREIp[ . 1.21 • EITMa [ND EF r.E ►A.EL IIOIGitD• ((/y � • F C Na [30450 919/9 CIVIL : CA -ti rLMre inn mon. 5675 _ [OMC[ r€ vent 53S-31 $33.7uLL1 LFAr r ELDPOINT i'x SINGLE COMCI fC VERT 535.31 535.3LLI LOS. Pf IAMEL POINr S 7290 72" 12 S.So C7 32150 WEDGEWEDGE 32150 2430 0475 6475 2430 BUTTE CDU J RN32105(s) BUILDING DEPA MENT 4._ - AAYRQV�D 29--0.0- OVERA" SPRN UEC 21.00 • 'D:E. 5112/6161 l00D Klt4O,n f.[ ,a4 -.1.{��1-^'i..'°°@a' ,;a.°i1Lldwol m�FYw: I IN,,ia`AN 'US ADVTR � DESIGN T R U S W RSYSTn JI�3 ,. o-cx� ,� 4.,nA-62359 "f , 614aYwI[.4^n".r rt fr alts" ..1 K ", •< L _. - w � ^C(.' �Y i 'G '1..jf"..^l: _ JFI•.� y �??�.y ..•.; .:e O- =�1._ i ------•---•------------o3_Q'�y'T - --------44_44_ ------:r--- ,. -- - '; Ir a --' - -� •_ tOl011 ]tECIIlMT1Om - '•' ! 2 16� I.SE Nsm NEh-FIR _.. _ 2 -COMPLETE TRUSSES REOUIREDI Der CRORD 224 ]R •StR. MCR{IR 6161 i:o IMT loll f S. 75]1 8 S. 17ib N �a ° DCRRRMO AREA S!79b/S1.750r ,1 DI -L 16501 .1.5[ ran NEII•F IR t -cas 2X&' PLArINO Is /OR R- 3'CAMURRD eR SrUD NCR{IR 5000 3ER1[3 / OI , -' S O. • _ .I PRN[L IEHOTN .I- R INCHES ROM ' CI InEft EMO OI tme PANEL INDICATED. : _ [OMC[ r€ vent 53S-31 $33.7uLL1 LFAr r ELDPOINT i'x SINGLE COMCI fC VERT 535.31 535.3LLI LOS. Pf IAMEL POINr S MOM SPACED 24 O.C. LOAD OURRTION INCREASE , 1.2S , Q 17 I J - I - '•' ! rot om" 22. SIL M. TKA{n 16� I.SE Nsm NEh-FIR _.. _ 2 -COMPLETE TRUSSES REOUIREDI Der CRORD 224 ]R •StR. MCR{IR 6161 i:o IMT loll f S. 75]1 8 S. 17ib N �a ° DCRRRMO AREA S!79b/S1.750r ,1 DI -L 16501 .1.5[ ran NEII•F IR t -cas 2X&' PLArINO Is /OR R- 3'CAMURRD eR SrUD NCR{IR 5000 3ER1[3 / OI , -' 29.0• NIP FRMS! IDA 329 61101) C/'�7'.10' IRa1 '110 HILL r 7 LL -01. OM 1W CRORO . 30.0 LSF a. OM CCILINO ISI mfE, LOCRfE INTER-PRMEL SPLICES AT1/S PRN[L IEHOTN .I- R INCHES ROM ' CI InEft EMO OI tme PANEL INDICATED. : _ [OMC[ r€ vent 53S-31 $33.7uLL1 LFAr r ELDPOINT i'x SINGLE COMCI fC VERT 535.31 535.3LLI LOS. Pf IAMEL POINr S MOM SPACED 24 O.C. t�-t - - - .t 7 . • .. Gr < '. T A tY-�. C j +yd 4 _� M s+ t - •'k. t _ w a •^- 4 - :lic II+iA1. - E c !L• t. I _. "qa P ', e -.. •L .k r' G t •7 1.��'L' 1 v' ::c;i• r rte: i -� .�. . �v5'-. vM•. of •' .. • � .-..p�.� . naeQ FORM TOM LEFT TO NICK. TO► oNno sarroM C.Ow .-EBS REACTIONS HIP /t r 1, -75]5 0 1. 7232 M 1. 10]1 N S. 179 REPMOM , 1. 2540 �}r .., ..- . eEAcrtoN , e, 25.61 r 3.-�oZaie i Toe» w i. i:. _.. _ 2 -COMPLETE TRUSSES REOUIREDI 6161 i:o IMT loll f S. 75]1 8 S. 17ib N �a ° DCRRRMO AREA S!79b/S1.750r t 16°.IIREC(Lr510Mr d:€-'1618 ""Id 8:€ . 9 5.79WI 7.750/ rms LOAOf.O ICO. 11 SIT= STACGCRIO Af 12. NESS 160 MAILS at l2 0.C. MIOVOMOut LL -01. OM 1W CRORO . 30.0 LSF a. OM CCILINO ISI . 12.7 :. 1.. r0t91 09304 LOP.0 . 42.5 PY A001Tl a1RL °.0110 " AIP 42+ y _ [OMC[ r€ vent 53S-31 $33.7uLL1 LFAr r ELDPOINT i'x SINGLE COMCI fC VERT 535.31 535.3LLI LOS. Pf IAMEL POINr S MOM SPACED 24 O.C. LOAD OURRTION INCREASE , 1.2S , Q 17 1� 1 7'-10" 2' 5690 � J 12 J xao ' 5so v - 7'-10" (2)1630 rtx4-�7Yo) 5690 75 • Iz _ asso az90 2.w Tau �„ 1 . Cos* (NS) sew RN64150(S) BV L i E COUNTY BUN2DiDw,- DEFARTME PLATES A . 29•-0.0' OVERRLL SPAN A :,, "11 VP0nl 11- 01 0111 3 10...[n•n „n 1•[ LPO, 01 11(0 > ln9 at`P KII f R-5000 'UK 2x.00 0•C. 7/ 1Y/6161 � ',YAC OI Inrmm t 1 iK :.[ Ri:dvl€3 .Ltd;'46 :4iipPdlde`� "�'ti: n•Sc:'F$ w,�,9 � .•K^��ir , [ •fin. , rvn .,, is 61 r l:` •� • .' :lf. d""n" m net ix':6',x ['![ I Yo[x AN A D V T R U S0 DESIGN ii-16a'f4,16-1- um 6`'s, 4 .. zrf , .,• ;iro.�46°s,°['c°s;:?�� T R U S W A: L �t::1 6:: [w4&°6° o[ fN:,': °4d:[4[�' : t�d4Ell. Imo: rt i .IO . [wK•PiIOY• ,l .,n[ [PIP10, r [rltl .OK( 1b Irvrt. ,;,L z►. -s. K/• ® SYSTEMS :�a'""• •rta [. nu:e• "i .m61unu. u ,l 632 yy r� P ,614a !2 A 62558 - � o. � no -m m..,, wc9�i61rix crvu .,»a,P n•ii o..P,o-. " e �,L eK Ru aI $,"li 4111' S.,zfc i' _:l ;Y. k+`Y �.4.; a�a.r:x• 'I T L •' I I u'I:imi d` :.l iloonw. Y Y F 4- F :..r`xttwtv611+� vL -N4 L 5g.17, - 01 L.LJ C) Cc C. Ei 0. I < ' -10M go t, 44 F ....... . . -1 - - -- - ------ 15: ----------- Tit 9 I 071H e vlll.� ts-/ 0 � L T IoN c f=,AMluy. TIA -ION c eNT-f?-Y ta durTE COUNTY itALDING CEPARTMEN, T� 7,3 APPROVED J7 00 IV k IV% 'A I 14. r— C, Tto N ,3ll w, rz cop n1_1 0 12 3 4 5 6 M IS Mp •R I Mall ills on IM I ta durTE COUNTY itALDING CEPARTMEN, T� 7,3 APPROVED J7 00 IV k IV% 'A I 14. r— C, Tto N ,3ll w, rz cop n1_1 0 12 3 4 5 6 kpwthstar ENGINEERING Civil Engsnaers • P►ar►ners • Surveyors 4 STRUCTURAL CALCULATIONS PROJECT: Pool Deck Remodel for Phil Cauffield LOCATION: 1481 Rim Rock Drive Q,I Chico, CA 95928 Tv � OWNER: Wolk =854 JOB NUMBER: 08-058 CMS OF 'I DATE: April 16, 2008 �,�` —C16 � CODES: California Building Code, 2007 Edition >( G CODE ENFORCEMENT: County of Butte Building Department I LOADS: Seismic Design Category: D I Soil Bearing: 1500 psf (per CBC TABLE 1804.2) Min. Footing Depth: 12 inches NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? A/ p i NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. I,I GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. APR 16 2003 Page 1 of DEVELOPMENT SERVICES II� By: MR ST ortStar 111 MISSION RANCH BLVD Date: 4/16/2008 CHICO, CA 95926 Job No: -05$ ENGINEERING 530-893-1600 Page Z of 7 FAX 530-893-2113 GRAVITY DESIGN BASED ON THE CALIFORNIA BUILDING CODE, 2007 EDITION GRAVITY LOADS: DECK: 2X DECKING (ON FLAT) 5.0 PSF DECK JOISTS (2x6 AT 16" O.C.) 2.0 PSF MISCELLANEOUS 3.0 PSF DEAD LOAD 10.0 PSF LIVE LOAD 40.0 PSF TOTAL LOAD 50.0 PSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer, 6; All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). !I j, I LENGTH OF FOOTING (L) = 1.5 FT USE: 1.5 FT WIDE 1.5 FT LONG 1 FT THICK W/ 2- #4 REBAR EACH WAY 3 INCHES CLEAR FROM BOTTOM By: MR ST NorthStar 111 MISSION RANCH BLVD Date: 4/16/2008 -as ENGINEERING CHICO, CA 95926 Job No: P � 530-893-1600 Page of ,Z FAX 530-893-2113 DECK JOIST w MAXIMUM TRIBUTARY WIDTH (Wtrib) = 1.33 FT MAXIMUM SPAN LENGTH (Lspan) = 8 FT UNIFORM DEAD LOAD (wDL) = DL Wtrib 13 PLF Lspan UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 53 PLF WHERE DL = 10 PSF LL = 40 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 2X6 DF#2 JOISTS AT 16" O.C. DECK GIRDER w MAXIMUM TRIBUTARY WIDTH (Wtrib) _ 8 FT MAXIMUM SPAN LENGTH (Lspan) _ 6 FT Ll UNIFORM DEAD LOAD (wDL)= DL Wtdb — 80 PLF CD (, Lspan j UNIFORM LIVE LOAD (wLL) = LL * Wtdb = 320 PLF WHERE DL = 10 PSF LL = 40 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 4X8 DF#2 GIRDER AT 8' O.C. TYPICAL FOOTING i MAXIMUM REACTION (P) _ 2.4 K CHECK SOIL BEARING (q) = P / (W * Q= " 1.07 K < 1.5 K OK WHERE WIDTH OF FOOTING (W) = 1.5 FT LENGTH OF FOOTING (L) = 1.5 FT USE: 1.5 FT WIDE 1.5 FT LONG 1 FT THICK W/ 2- #4 REBAR EACH WAY 3 INCHES CLEAR FROM BOTTOM Printed: 15 APR 2008 Description : JOIST Material Properties Calculations per IBC 2006, CBC 2007, 2005 NDS Analysis Method: Allowable Stress Design Fb - Compr 875.0 psi E: Modulus of Elasticity Load Combination 2006 IBC & ASCE 7-05 Fb- Tension 875.0 psi Ebend-xx 1,300.Oksi Fc - Prll 600.0 psi Eminbend - xx 470.0 ksi Wood Species : Douglas Fir - Larch Fc - Perp Fv 625.0 psi 170.0 psi Wood Grade ; No.2 Ft 425.0 psi Density 32.210pcf Beam Bracing Beam bracing is defined Beam -by -Beam 0.737.1 Maximum Shear Stress Ratio = Ur>tkira664 ; en`gths Section used for this span 2x6 Section used for this span Span # 1, Fully Braced 2x6 fib : Actual = 837.78psi Ap'phe8 LOa(�S 8.0 ft Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D=0.0130, L = 0.0530 klft, Tributary Width= 1.0ft .............. ..... - .. Maximum g nding Stress Ratio = 0.737.1 Maximum Shear Stress Ratio = 0.252: 1 Section used for this span 2x6 Section used for this span 2x6 fib : Actual = 837.78psi fv :Actual = 42.85 psi FB: Allowable = 1,137.50psi Fv : Allowable = 170.00 psi Load Combination +D+L+H Load Combination +D+L+H 0.000 ft Location of maximum on span = 4.027ft Location of maximum on span = Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Support Reactions ( kips ) Max Downward Live Load Deflection = 0.183 in D L+Lr S W E H Max Upward Live Load Deflection = 0.000 in Support #1 0.05 0.21 Live Load Deflection Ratio = 525 Support #2 0.05 0.21 Max Downward Total Deflection = 0.227 in Max Upward Total Deflection' = 0.000 in Total Deflection Ratio = 422 1 :Maximum Forces & Stresses 1`01020Combinations' Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M _ V Mactual fb-design Fb-allow Vactual iv design Fv-allow Overall MAXimum Envelope Length = 8.0 ft 1 0.737 0.252 0.53 837.78 1,137.50 0.24 42.85 170.00 +p Length = 8.0 ft 1 0.145 0.050 0.10 165.02 1,137.50 0.05 8.44 170.00 +D+L+H Length = 8.0 ft 1 0.737 0.252 0.53 837.78 1,137.50 0.24 42.85 170.00 +D+Lr+H Length h = 8.0 It 1 0.145 I 0.050 0.10 165.02 1,137.50 0.05 8.44 170.00 hill Printed: 15 APR 2008 Bi��� � ' � � �� 8'tProtecfsi� ICDING12W8H1&,O,�dGauifieldCO S8C ecb ' YM"i�QIJ L/�$� Description -.JOIST Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mactual fb-design Fb-allow Vactual fv-design Fv-allow +D+0.750Lr+0.750L+1i Length = 8.0 ft 1 0.589 0.201 0.42 669.59 1,137.50 0.19 34.24 170.00 Overall,"Maxlmum 001ect ons Unfactoretl Loads: ~ Load Combination Span Max. "-" Defl Location in Span toad Combination Max. "+" Deft Location in Span D + Lr + L 1 0.2274 4.027 0.0000 0.000 'Ma imum,befledions""for Laad Con binafions � Unfactorlid Loads ,? ; Load Combination Span Max. Downward Defl Location in Span Max. Upward Defl Location in Span D Only 1 0.0448 4.027 0.0000 0.000 Lr+L Only 1 0.1826 4.027 0.0000 0.000 D + Lr + L 1 0.2274 4.027 0.0000 0.000 Maximum Reactions ,Unfo Pored . Load Combination Support Vertical Reaction Overall MAXimum Support 1, (D+Lr+L) 0.264 Overall MAXimum Support 2, (D+Lr+L) 0,264 D Only Support 1 0.052 D Only Support 2 0.052 Lr+L Only Support 1 0.212 Lr+L Only Support 2 0.212 D + Lr + L Support 1 0.264 D + Lr + L Support 2 . - -.i.. 0.264 % 6P i' 7t Printed: 15 APR 2008 Description : Uirtutrt Calculations per IBC 2006, CBC 2007, 2005 NDS Material Properties 875 psi E: Modulus of Elasticity Analysis Method: Allowable Stress Design Fb - Compr Fb - Tension 1300 875 psi Ebend- xx ksi Load Combination 2006 IBC & ASCE 7-05 Fc - PHI 600 psi Eminbend - xx 470 ksi will be applied for calculations. Fc - Perp 625 psi Wood Species : Douglas Fir - Larch Fv 170 psi 32.21 pd Wood Grade : No.2 Ft 425 psi Density Beam Bracing : Beam bracing is defined Beam -by -Beam #1, D noon i+ BI �T 4x8 _ - __ -_13ff ft__..__ Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: D = 0.080, L = 0.320 klft, Tributary Width -Oft 0.620E 1 Maximum Shear Stress Ratio = 0.333 :1 Maximum Bending Stress Ratio = Section used for this span 4x8 Section used for this span = 4x8 704.44psi fv : Actual = 56.65 psi 170.00 psi fb :Actual FB: Allowable = 1,136.41 psi Fv : Allowable = +D+'� �2. Load Combination 6 ft 5.391 Load Combination - - 2.980ft Location of maximum on span = San # 1 p Location of maximum on span = Span # 1 San # where maximum occurs P Span # where maximum occurs Support Reactions (kips) Maximum Deflection Max Downward Live Load Deflection = 0.065 in D L+Lr S W E H Max Upward Live Load Deflection = 0.000 in Support#1 0.24 0.96 Live Load Deflection Ratio = 1103 Support #2 0.24 0.96 Max Downward Total Deflection = 0.082 in Max Upward Total Deflection = 0.000 in Total Deflection Ratio = 882 i .MAXI num Forces $r Stresses for LOW COnitllrlatl0tlS ; Summary of Moment Values Summary of Shear Values Load Combination Max Stress Ratios fign Fb-allow Mactual b -des Vactual iv -design: Fv-allow Segment Length Span # M V Overall MAXimum Envelope 1 0.428 0.333 1.24 485.87 1,136.41: 0.96 0.67 56.65 56.65 170.00 170.00 Length =1.3289 ft 1 0.612 0.333 1.78 695.30 1,136.41 0.39 56.65 170.00 Length =1.3289 ft 1 0. 620 0.333 1.80 704.44 1,136.41 0.93 56.65 170.00 Length =1.3289 ft 1 0.620 0.333 1.80 704.44 1,136.41 0.96 56.65 170.00 Length =1.3289 it 1 0.620 0.333 1.80. 704.44 1,136.94 Length = 0.68456 ft 0.19 11.33 170.00 1 0.086 0.067 0.25 97.17 1,136.41 Length =1.3289 ft r• Description : GIRDER Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values i Segment Length Span # M V Mactual fb-design Fb-allow Vactual fv-design Fv-allow Ii Length =1.3289 ft 1 0.122 0.067 0.36 139.06 1,136.41 0.13 11.33 170.00 Length =1.3289 ft 1 0.124 0.067 0.36 140.89 1,136.41 0.08 11.33 170.00 Length =1.3289 ft 1 0.124 0.067 0.36 140.89 1,136.41 0.19 11.33 170.00 Length = 0.68456 ft 1 0.124 0.067 0.36 140.89 1,136.94 0.19 11.33 170.00 +D+L++i Length =1.3289It 1 0.428 0.333 1.24 485.87 695.30 1,136.41 0.96 0.67 56.65 56.65 170.00 170.00 Length =1.3289 ft 1 0.612 0.333 1.78 1,136.41 Length =1.3289 ft 1 0.620 0.333 1.80 704.44 1,136.41 0.39 56.65 170.00 Length =1.3289 ft 1 0.620 0.333 1.80 704.44 1,136.41 0.93 56.65 170.00 Length = 0.68456 it 1 0.620 0.333 1.80 704.44 1,136.94 0.96 56.65 170.00 +D+Lr+H Length =1.3289 ft 1 0.086 0.067 0.25 97.17 1,136.41 0.19 11.33 170.00 Length =1.3289 It 1 0.122 0.067 0.36 139.06 1,136.41 0.13 11.33 170.00 Length =1.3289 ft 1 0.124 0.067 0.36 140.89 1,136.41 0.08 11.33 170.00 Length =1.3289 ft 1 0.124 0.067 0.36 140.89 1,136.41 0.19 11.33 170.00 Length = 0.68456 ft 1 0.124 0.067 0.36 140.89 1,136.94 0.19 11.33 170.00 +D+0.750Lr+0.750L+H Length =1.3289 ft 1 0.342 0.267 0.99 388.70 1,136.41 0.77 45.32 170.00 Length=1.3289 ft 1 0.489 0.267 1.42 556.24 1,136.41 0.53 45.32 170.00 Length =1.3289 ft 1 0.496 0.267 1.44 563.55 1,136.41 0.32 45.32 170.00 Length =1.3289 ft 1 0.496 0.267 1.44 563.55 1,136.41 0.74 45.32 170.00 Length = 0.68456 ft 1 0.496 0.267 1.44 563.55 1,136.94 0.77 45.32 170.00 Ovetali'Maxitniim Defifec�ions w.Unfactored Loads Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span D + Lr + L 1 0.0816 3.020 0.0000 0.000 . -'Maximum De 6016ns i' iOad C6mbinatl0ns ��" UniactOred Load Combination Span Max. Downward Defl Location in Span Max. Upward Defl Location in Span D Only 1 0.0163 3.020 0.0000 0.000 Lr+L Only 1 0.0653 3.020 0.0000 0.000 D + Lr + L 1 0.0816 3.020 0.0000 0.000 Mazimunn'12eactons "Unfado-red .. Load Combination Support Vertical Reaction Overall MAXimum Support 1, (D+Lr+L) 1.200 OverallMAXlmum Support 2, (D+Lr+L) 1.200 D Only Support 1 0.240 D Only Support 2 0.240 Lr+L Only Support 1 0.960 Lr+L Only Support 2 0.960 D + Lr + L Support 1 1.200 ---- -•-__ _ _ . - _ _ _ _ . ______________________._ _� __........................_: ___--------------- _ _ --------z.-. _ _-• :• __ _------------------ __ __ _ _. _ _• __ - �, - � L Cj / .17) L 7 N1 2 NO() tiNOLI 7 CC a3 /1 --V M aNZ i 71 Cn O ••o C � CD - v G� D c BUTTE- Q P _ I . rn • COUNTY __ N I - TY MAY 0 6 200 z: DEVELOPMEN'Y- --- ¢ a SERN710ES - nj _ __ ...... _......... _ _ .._..__.__. _--------.__--_--_--.--__-_---_......_....._....._.._.____.___._____.. ..�._ _... _.._ •---........._....._ . ._-_. • - _..... __-_. .•_____......_-_.... _..__ - .......-__.._...-_. _. .... _ .. _._. -.. :.t __....- - — nn "_ ��TTF F�� ��F��� ��� ®���' AsseSs�'s Parc�ldumber � u C ®� [ELI j� 7 _ Ow, er Ham, s zoning: Ad r --&S 1 Phone i • C Site Location 1 at yvkC ' -2 f2 CH t C ' C �i ��Z. C, i ^� Ptah Dss. �5�a 8�7 s�9a �,g`-. Size, Acre -s _ PROVIDE FOR ALL ADJIA-.CE r PARCELS SIZE (AC): ZONM: GEN PLAN: L I i f 1 ? 4 6 r ° ! 9 1 11 1 13 14 0 l 15 16 GENERAL CONDITIONS. REINFORCING STEEL. A 1-1 The h II verify Contractor s a e ify all dimensions, details and job site conditions prior to commencing work and notify the - 5 1 Reinforcing steel shall conform to the provisions of ASTM A-615, Grade 40 for #4 bars andsmaller and .ASTM A-615, Date:Ari 2-1 Engineer of any discrepancies. 6-7 Grade 60 for #5 bars and larger. All rebar is to be deformed. Welded wire fabric shall conform to the provisions of - 1-2 All construction and methods shall be in strict conformance with the applicable provisions of the California Building 6-8 ASTM A 185. _ 3 6 `Vibrate • concrete around all bolts rebar and surfaces. Code, 2007 Edition, and the 2007 CMC, CPC, 2005 CEC, and the 2007 CFC as well as all applicable municipal, 5-2 All lap splices shall not be less than 62 bar diameters of the larger bar. Horizontal laps in adjacent bars shall be 2-2 State, and Federal regulations. . .. Construction joints shall be clean and wet nor to placing concrete. 1 P P 9 staggered 6- 0" minimum. stove, o e refrigerator, oven fire lace enclosures, w burning g e wood bu n n stove, etc... shall be provided b Contractor or Owner. . P 9 P Y 1-3 All work is subject to the approval of the building official's field inspector. 5-3 Reinforcement cover shall be as follows: _ .. . . .Concrete shall have a water cement ratio of 0.47 to 0.52 Ib./Ib. or less. Addition of water at the e Job site is not permitted 623 1-4 The Contractor shall provide all measures necessary to protect the structure, workmen, and all other persons during Nailing schedule shall be per the applicable building code. Concrete cast against and permanently exposed to soil: 3" clear 2-3 Cuts and fills are to conform with the requirements of the applicable building code. 6-10 construction. K Concrete with soil or weather exposure: #5 bars and smaller: 1 1/2" clear These calculations assume stable, undisturbed soils and level or stepped footings. Any unusual soil conditions such 1-5 The Engineer is responsible for the structural items in these plans only. Should any changes be made from the All built lama u Hated double or multiple 2x oasts beams and/or studs shall be nailed together with 16d nails at 6 P P J 9 #6 bars and larger: 2" clear When using stainless steel or hot -dip galvanized connectors, the connectors and fasteners shall be made of the a design as specified in the calculations without approval from the Engineer (i.e. alterations to the structural system or All excavations shall be inspected and approved by the Building Official before concrete is poured. Footings ngs s Concrete without soil or weather exposure: 3/4" clear same material B � addition of construction materials or loads), the Engineer will assume no responsibility for any element or system of 5-4 All rebar bends shall be made cold. #5 and larger rebar shall not be re-bent. members up to 12 deep, u.n.o. per mfr. For members 12 dee and <-18 dee use 3 16d nails at 12 o.c. P P P, O c pre -saturation of soil is required), unless noted otherwise on plans, details or geotechnical report (whichever is lowest). the structure. Stainless steel or hot -dip galvanized connectors and fasteners shall be used with pressure -treated wood. All projecting corners of slabs beams columns walls etc. shall be formed with a 3/4 chamfer, unless specifically P J 9 ess specifca ly 2-6 1-6 Additional layouts and/or plans (site plan, plumbing, heating and ventilation, mechanical, etc.) by others, unless 5-5 All reinforcing steel and anchor bolts shall be accurately secured in position before and during concrete 2-7 Engineered fill may be used as existing grade provided tests are presented to the Engineer of a 90% relative otherwise noted or indicated on the drawings. a. 2x solid blocking shall be provided over all bearing walls, shearwalls or other supports, and at mid -span of floor placement. 1-7 The Contractor or Owner shall secure all required approvals and permits from the appropriate agencies as required. If 5-6 All reinforcing steel shall be clean and free of deleterious materials at the time of concrete placement. 2-8 The bottom of all footing excavations shall be clean and level they elect not to obtain a permit, these plans shall be considered null and void. 5-7 Each reinforcing bar shall be wired to a cross bar at a maximum spacing of 2-0" o.c'. each way for bars in top layers 2-9 1-8 In the event certain features of the construction are not fully shown on the plans or called for in the notes or joist and roof framing spans). of reinforcing (or in areas where only one layer of reinforcing exists) and 3'-0" o.c. each way for bottom layers of one unit vertical in 20 units horizontal (5 -percent slope) for a minimum distance of 10 feet measured perpendicular to specifications, their construction shall be of similar character to conditions shown on the plans and shall be reviewed reinforcing. All perimeter intersections of reinforcing bars and a minimum of 50% of interior intersections shall be . ; .r., TIME DATE the face of the wall. If physical obstructions or lot lines prohibit 10 feet of horizontal distance a 5 -percent sloe shall Y by the Engineer and Owner prior to construction. b. 2x solid blocking shall also be provided (in the plane of the floor diaphragm) perpendicular to all walls where tied, subject to the spacing requirements in the preceding sentence. shall not be responsible for damage to framing members or finishes due to these effects. Framing members with P 9 9 g th a 1-9 The drawings and specifications represent the finished structure, and, unless specifically noted otherwise do not floor joists frame parallel to the wall. The blocking shall be spaced at 2'-0" o.c. max parallel to the wall and shall �� 2-10 Foundations shall not be scaled from plan or detail drawings..` show the method of construction. The Contractor is responsible for the method of construction, and shall provide all extend for one Joist bay perpendicular to the wall. Reinforcing bars shall be supported by chairs at 3'-0o.c. maximum for #3 and #4 bars, and at 4'-0o.c. maximum . for #5 and larger bars. measures necessary to protect the public, construction workers and the structure duan construction. Such 9 � rY P P g measures shall include forming, shorn bracing,scaffoldin etc. 9 9, g, The desi n detailin n 1 10 g g and / or specification of all systems (not shown on the plans) for the prevention of water/ vapor FRAMING/LUMBER. infiltration into the building envelope shall be the responsibility of the Contractor. These systems include, but are not limited to: flashing, caulking or adhesives, building wrap, vapor retarder or barrier membranes, miscellaneous 6-1 All wood in contact with concrete shall be pressure treated Hem Fir, unless otherwise noted. waterproofing, etc. It is the responsibility of the Owner for ensuring that they are properly maintained. 6-2 Where plumbing, heating, or other ducts are placed on a partition requiring the cutting of the double plates, a 1-11 This structure is not designed to support collateral loads such as fire sprinklers or H.V.A.C. units, unless otherwise noted. Simpson LSTA24 strap shall be fastened to each side of the top plates. 1-12 All materials stored on the jobsite shall be protected from exposure to rain, snow or other harmful weather conditions. 6-3 Where anchor bolts have been incorrectly placed (not including holdown anchors) or for retrofit/post installed Indoor environmental conditions (temperature, humidity, and ventilation) shall be maintained within limits recommended construction, use Simpson RFB #5 with SET -22 epoxy and 7" embedment in concrete, and install per by the respective material manufacturer for optimum results. Do not install products under environmental conditions manufacturer's recommendations. Engineer's approval is required prior to installation. Special inspection is also j outside the respective material manufacturer's absolute limits. required. Locate and avoid all existing reinforcing prior to drilling. 1-13 All contractors and / or subcontractors or installers shall be experienced in performing the work they are responsible to Alternative( 5/8" diameter Simpson Titer HD anchor bolts x 6" min. embedment may be substituted if the D perform for the project. Under no circumstances shall inexperienced labor be utilized. y P Y minimum distance to the edge of the concrete is 1-3/4 Install per manufacturer's recommendations. All bolts and lag screws shall be tightened upon installation and rete htened before closin in or at completion of ob. P 9 9 P J i FOUNDATION. 6-5 La screws shall be screwed not driven, v n mtoPre- drilled holes of 2/3 the shank diameter. I i F p p p p acemen o concre e - s u s o ave ou a top plates of the same dimension as the studs. Where both plates are broken due and/or the installation of structural framingmembers. perpendicular framing, a minimum of an LSTA36 strap shall be provided across the splice, u.n.o. 2 12 Anchor bolts are to be as follows. 1/2 diameter in Seismic Design Categories A D and 5/8 dia. in Seismic Design ' 9 9 9 6-14 Fire block wood stud walls at or more as required b good construction practice, 10 maximum o.c. q Y9 P � ZI Categories E and F, with 7" minimum embedment into concrete and spaced at 4'-0" o.c. maximum unless otherwise uno on plans. noted on plans, shearwall or braced wall schedules, or details. Anchor bolts shall be located within 12" of each end of 6-15 Carry all upper level posts into lower levels and provide solid blocking under all posts in floors. sill plate with a minimum of two anchor bolts per sill plate. All anchor bolts shall have 3"x3"1/4" washer. 6-16 The load shall be transferred to the foundation by vertical grain only where posts with column caps or bearing plates are specified, u.n.o. CONCRETE: 6-17 Splice all beams over supports. 6-18 Where (3) or more trimmers are specified, those trimmers are to be stacked in all wall framing and solid blocked at 3-1 All concrete shall have a maximum slump of 4" +/- 1", unless otherwise noted. All foundation and slab on grade the floor level continuous clown to the foundation. concrete has been designed for minimum fc=2,500 psi. However, contractor shall supply concrete with a minimum 6-19 All framing members specified in these calculations are minimum. Larger members may be substituted at the fc = 3,000 psi after 28 days curing. Aggregate size shall be a maximum of 1-1/2" in foundations and 3/4" at all other Contractor's option. locations. 6-20 All structural lumber shall be Douglas Fir Larch of the following grades unless otherwise noted: 3-2 Curing compound shall be sprayed on all exposed surfaces immediately after final troweling. 2x4 / 3x4 / 4x4 ............ Standard and Better 3-3 All cement used shall conform to ASTM C-150 and shall be Type II or Type III low alkali. 2x6 / 3x6 / 46 (or Larger) ............. #2 Grade 3-4 Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as determined by 6x Beams and Posts . .. .... .. #1 Grade ASTM C-227, 289, and 295. If test data is unavailable in regards to alkali reactive materials, provide cement with a Plywood .. ... . ..... ... .. ...APA Rated Sheathing, Grade CDX j maximum alkali content I fin 45°/ b ' ht ess an 0 - 3 5 o y weig . , Concrete exposed to freezing or thawing p g aw ng shall be protected in accordance to the latest edition of the ACI code and 6-6 Holes for bolts shall be bored with a bit 1/32" to 1/16" larger than the nominal bolt diameter. Date:Ari 2-1 The Contractor shall be responsible for the location of all underground facilities or other buried objects which may be 6-7 Structural members shall not be cut for pipes, etc. unless specifically noted or detailed. - .. joist Provide double floor oasts under partition walls running J p g parallel to Joist span and under all locations where tubs may Y encountered but which are not shown on these plans. Locations and depths of any existing utilities that may or may 6-8 All framing anchors, clips, straps, hangers, holdowns, etc., shall be provided as specified on the plans (i.e. _ 3 6 `Vibrate • concrete around all bolts rebar and surfaces. not be shown on these plans are approximate and may not be complete. be located. A Adequate support for II a other equipment or furnishings including but not limited to. hot water h q PP9 9 eater, manufacturer, size, type, etc.) and installed per the manufacturer's recommendations. The connectors that are 2-2 Foundations supporting wood shall extend at least 6 inches above the adjacent finished grade. Individual concrete . .. Construction joints shall be clean and wet nor to placing concrete. 1 P P 9 specified are specifically required to meet the structural calculations of the plans. Before substituting another stove, o e refrigerator, oven fire lace enclosures, w burning g e wood bu n n stove, etc... shall be provided b Contractor or Owner. . P 9 P Y or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts that they support brand, the Contractor shall contact the Engineer and receive written approval for substitution prior to installation. _ .. . . .Concrete shall have a water cement ratio of 0.47 to 0.52 Ib./Ib. or less. Addition of water at the e Job site is not permitted 623 are of approved wood of natural resistance to decay or treated wood is used. 6-9 Nailing schedule shall be per the applicable building code. 2-3 Cuts and fills are to conform with the requirements of the applicable building code. 6-10 All nails shall be sinkers as specified. Where exposed to corrosive environments including weather, fumes, K 2-4 These calculations assume stable, undisturbed soils and level or stepped footings. Any unusual soil conditions such fire-retardents, fertilizers or ocean salt air, connectors and fasteners shall be stainless steel or hot -dip galvanized. i All built lama u Hated double or multiple 2x oasts beams and/or studs shall be nailed together with 16d nails at 6 P P J 9 as organic soils or uncertified fills shall be brought to the attention of the Engineer prior to construction. When using stainless steel or hot -dip galvanized connectors, the connectors and fasteners shall be made of the a 2-5 All excavations shall be inspected and approved by the Building Official before concrete is poured. Footings ngs s o.c. with adjacent nails staggered and riven from d o opposite sides or 2 16d nails at 12 o.c. from one side for 1 99 PP O same material � extend into firm, undisturbed native soil 12 inches minimum below existing grade (18 inches minimum where fogged or sprinkled with cool water just before concrete is laced. 99 P J P members up to 12 deep, u.n.o. per mfr. For members 12 dee and <-18 dee use 3 16d nails at 12 o.c. P P P, O c pre -saturation of soil is required), unless noted otherwise on plans, details or geotechnical report (whichever is lowest). J i Stainless steel or hot -dip galvanized connectors and fasteners shall be used with pressure -treated wood. All projecting corners of slabs beams columns walls etc. shall be formed with a 3/4 chamfer, unless specifically P J 9 ess specifca ly 2-6 Fill material shall be free from debris, vegetation, and other foreign substances. � 2-7 Engineered fill may be used as existing grade provided tests are presented to the Engineer of a 90% relative 6-11 a. 2x solid blocking shall be provided over all bearing walls, shearwalls or other supports, and at mid -span of floor m. 211,,-; ._. �. ... FOR compaction per ASTM 1557. 3 10 joists and roof framing u.n.o. Where manufactured joists or girders are specified, blocking requirements listed 2-8 The bottom of all footing excavations shall be clean and level herein are to be considered minimums and shall be increased as per manufacturer's recommendations (for floor 2-9 The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not less than Contractor shall take all measures necessary to protect framing from the effects fshrinkage rY P 9 o and warping. Any joist and roof framing spans). one unit vertical in 20 units horizontal (5 -percent slope) for a minimum distance of 10 feet measured perpendicular to system used to alleviate these effects y c s shall be reviewed by the Engineer prior to use. In addition, the Engineer 9 . ; .r., TIME DATE the face of the wall. If physical obstructions or lot lines prohibit 10 feet of horizontal distance a 5 -percent sloe shall Y b. 2x solid blocking shall also be provided (in the plane of the floor diaphragm) perpendicular to all walls where F shall not be responsible for damage to framing members or finishes due to these effects. Framing members with P 9 9 g th a p P be provided to an approved alternative method of diverting water away from the foundation. i floor joists frame parallel to the wall. The blocking shall be spaced at 2'-0" o.c. max parallel to the wall and shall 2-10 Foundations shall not be scaled from plan or detail drawings..` o moisture content greater than 19 /o shall g not be used. extend for one Joist bay perpendicular to the wall. 2-11 The Contractor shall be responsible for determining the exact location of and the securing of all anchor bolts, holdown 6-12 Splices and joints in double top plate of stud bearing wall shall occur at the center line of supporting stud. _ Plywood sheathing shall conform to PS 1 95. Unless noted otherwise sheathing shall Yw 9 g be CDX APA rated or OSB x,: �, ,. _________ ____' ________ ❑URGENT. ------------------------- anchors or straps embedments and column base lates rior to the foundation ins ection the I t f t 6 13 All t d t h d bl F p p p p acemen o concre e - s u s o ave ou a top plates of the same dimension as the studs. Where both plates are broken due and/or the installation of structural framingmembers. perpendicular framing, a minimum of an LSTA36 strap shall be provided across the splice, u.n.o. 2 12 Anchor bolts are to be as follows. 1/2 diameter in Seismic Design Categories A D and 5/8 dia. in Seismic Design ' 9 9 9 6-14 Fire block wood stud walls at or more as required b good construction practice, 10 maximum o.c. q Y9 P � ZI Categories E and F, with 7" minimum embedment into concrete and spaced at 4'-0" o.c. maximum unless otherwise uno on plans. noted on plans, shearwall or braced wall schedules, or details. Anchor bolts shall be located within 12" of each end of 6-15 Carry all upper level posts into lower levels and provide solid blocking under all posts in floors. sill plate with a minimum of two anchor bolts per sill plate. All anchor bolts shall have 3"x3"1/4" washer. 6-16 The load shall be transferred to the foundation by vertical grain only where posts with column caps or bearing plates are specified, u.n.o. CONCRETE: 6-17 Splice all beams over supports. 6-18 Where (3) or more trimmers are specified, those trimmers are to be stacked in all wall framing and solid blocked at 3-1 All concrete shall have a maximum slump of 4" +/- 1", unless otherwise noted. All foundation and slab on grade the floor level continuous clown to the foundation. concrete has been designed for minimum fc=2,500 psi. However, contractor shall supply concrete with a minimum 6-19 All framing members specified in these calculations are minimum. Larger members may be substituted at the fc = 3,000 psi after 28 days curing. Aggregate size shall be a maximum of 1-1/2" in foundations and 3/4" at all other Contractor's option. locations. 6-20 All structural lumber shall be Douglas Fir Larch of the following grades unless otherwise noted: 3-2 Curing compound shall be sprayed on all exposed surfaces immediately after final troweling. 2x4 / 3x4 / 4x4 ............ Standard and Better 3-3 All cement used shall conform to ASTM C-150 and shall be Type II or Type III low alkali. 2x6 / 3x6 / 46 (or Larger) ............. #2 Grade 3-4 Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as determined by 6x Beams and Posts . .. .... .. #1 Grade ASTM C-227, 289, and 295. If test data is unavailable in regards to alkali reactive materials, provide cement with a Plywood .. ... . ..... ... .. ...APA Rated Sheathing, Grade CDX j maximum alkali content I fin 45°/ b ' ht ess an 0 p ver mi visqueen (vapor re ar er mem cane) over cusses, rag cusses an rag mes, reize oc ing, all perimeter wall lines and all supported edges. Thickness 4 minimum of free draining aggregate ate base (graded such ofsheathing________________________ g gg g 00 /o asses a one inch sieve and none asses a #4 shall be ' per Ian but not less than APA satin .Maximum unframed holes in sheathing ;. ,. 1 (9 P P P P9 g be siev v o . „ . e over sub rade compacted - to a minimum of 95 r I i /o a at ve Com tin 3 dram t ac o Awn or setas r e er for roofs and 1 1 2 i : ) 9p p de membrane is not / d ameter for floors. See tans for roof floor and shearwall sheathm and nailin2-" 1 ----------- required whey i e migration of moisture through the I ,. g e s ab from below will not be detrimental to the intended occupancy _ � , 9 P Y 6 27 Where a wall is labeled as a shearwall such wall shall be continuous) shear paneled an n ! - of thei y p d ailed as required per building unless otherwise required i --------------=-------------=-------- g qu ed n the geotechnical report. schedule from the roof sheathing to foundation sill late. Where a floor r • g p o 0 other element disrupts the continuous 42 . i . Crack L ac control jointing is designed des ed b the Contractor, r �t c o unless shown on foundation Ian. The maxim��--- J 9 9 Y , p um spacing of paneling, special detailing is required. Where special detailing is not provided, connections shall be requested<` 9 P 9 q P 9 P by--�--=------------------------------ , - 1 - Joints shall not exceed 15 in any direction. Contractor. 4 -3 -------------------------------------- Steel rebar or wire mesh in � slabs shall be located in the center of the slab. All h " - . 6-28 headers to be as follows, unless otherwise noted on tans 8-0 max. span): . 44 i Where a vapor retarder membrane is required, it shall be installed without an I P q y holes or areas that are uncovered. All ' Loading seams shall be overlapped and sealed continuous) with g conditions 2x4 stud wall 2x6 stud wall ;. , .:; pp y tape so that the seams are vapor tight. Where objects Supporting roof only 4x12 6x10 protrude through the vapor retarder, such as pipes, the vapor retarder shall be completely l sealed around the object. _ -------------------------------------- Supporting floor and roof 4x14 6x12All tears or punctures shall be completely repaired before placement of sand and concrete. If even greater assurance.. - Provid-------------------------------------- e 6 2 e 1 3/4 minimum bearing at end supports and 3 1/2 minimum r against potential moisture problems is desired, consideration should be even to the use of a quality commercial -grade 9 9 Pp u bearing at intermediate supports for floor ; . 9 q tY 9 ..: joists, ceiling joists and rafters unless ..concrete sealant. J , 9 J ss otherwise noted on plans... Joists framing from -------------------------------------- 6-30 om o osite sides f o abeam girder or partition shall be lapped at least 3". 9 PP , 9 P PP. , --------------------------------- All bolts nuts an I ' d lag screws shall be provided with flavor malleable washers where bearing against p g g wood. i I 6-32 Balloon oon frame studs to truss bottom chord or full height at exterior or walls where slopingceilings occur, u.n.o. I-------------------------------------- K --- -K ' K BUTTE COUKTTY j 0 APE ROVELE)L Owner. . - K BP C� �- a� - 3 5 o y weig . , Concrete exposed to freezing or thawing p g aw ng shall be protected in accordance to the latest edition of the ACI code and 6-21 Trimmers and kin studs required adjacent too openings " g q J pe gs shall be as specified in the .Wall Opening Schedule". Date:Ari P '1 2008 w 08-058 thea livable building code. PP 9 _ 6 22 .. joist Provide double floor oasts under partition walls running J p g parallel to Joist span and under all locations where tubs may Y . t _ 3 6 `Vibrate • concrete around all bolts rebar and surfaces. be located. A Adequate support for II a other equipment or furnishings including but not limited to. hot water h q PP9 9 eater, ti ' 3-7 . .. Construction joints shall be clean and wet nor to placing concrete. 1 P P 9 stove, o e refrigerator, oven fire lace enclosures, w burning g e wood bu n n stove, etc... shall be provided b Contractor or Owner. . P 9 P Y ii _ 3 8 _ .. . . .Concrete shall have a water cement ratio of 0.47 to 0.52 Ib./Ib. or less. Addition of water at the e Job site is not permitted 623 In o instar t instance shall a stud wall be used to retain d or resist I r I soate a pressure due to snow loading. In case of • 9 . unless special inspection has been provided and tests specimens are taken. If hot weather P P P P a er conditions are anticipated snow I- ' o build-up u against a stud wall the e owner shall be responsible to eliminate snow to stud wall contact. P 9 P at the job site concrete material r J s (aggregates, mixing water, and cement) shall be cooled prior to mixing, and - 6 24 All built lama u Hated double or multiple 2x oasts beams and/or studs shall be nailed together with 16d nails at 6 P P J 9 retarders or plasticizers may be added to provide work n p y p able concrete. Forms, reinforcing steel and subgrade shall be o.c. with adjacent nails staggered and riven from d o opposite sides or 2 16d nails at 12 o.c. from one side for 1 99 PP O � fogged or sprinkled with cool water just before concrete is laced. 99 P J P members up to 12 deep, u.n.o. per mfr. For members 12 dee and <-18 dee use 3 16d nails at 12 o.c. P P P, O c J i _ 3 g All projecting corners of slabs beams columns walls etc. shall be formed with a 3/4 chamfer, unless specifically P J 9 ess specifca ly from one side, u.n.o. per mfr. P � ..noted otherwise. _ 62 5 „ _ When using n "green" or un -seasoned easoned lumber, care shall be taken to allow 9 9 II w for effects of shrinkage or warping which.� 9 P 9 m. 211,,-; ._. �. ... FOR . 3 10 Concrete shall be air entrained a minio mum of 5 /o and maximum of 7 /o, where exposed to freezing /thawing conditions.9 could cause settlementf o the r of n and or floors and could lead to failure of associated framing members. The , f F ; FROM Contractor shall take all measures necessary to protect framing from the effects fshrinkage rY P 9 o and warping. Any " system used to alleviate these effects y c s shall be reviewed by the Engineer prior to use. In addition, the Engineer 9 . ; .r., TIME DATE CONCRETE SLAB CONSTRUCTION. shall not be responsible for damage to framing members or finishes due to these effects. Framing members with P 9 9 g th a .. �i F. .. ... HONE ct PHONE- i o moisture content greater than 19 /o shall g not be used. � _ 4-1 4 1 Slabs on rad shall es a beasn t g noted per Ian 4 thick w/ #3 at 18 o.c. each wa minimum if not noted and laced P P ( Y, ) p - 626 _ Plywood sheathing shall conform to PS 1 95. Unless noted otherwise sheathing shall Yw 9 g be CDX APA rated or OSB x,: �, ,. _________ ____' ________ ❑URGENT. ------------------------- . v over o er subgrade de and subbase r e geotechnical report. Ifreport g a geotechnical is not rovided or does not the P 9 P 9P a uivalent. At floors and roofs face rain a perpendicular to framing and q 9 PrP g uno, Edge nail at gable re uirement s for the subbase contr t r „---=---------------------------------- ac o shall rovide 2 sand o 10 I t q d b end t d t d d I f bl k p ver mi visqueen (vapor re ar er mem cane) over cusses, rag cusses an rag mes, reize oc ing, all perimeter wall lines and all supported edges. Thickness 4 minimum of free draining aggregate ate base (graded such ofsheathing________________________ g gg g 00 /o asses a one inch sieve and none asses a #4 shall be ' per Ian but not less than APA satin .Maximum unframed holes in sheathing ;. ,. 1 (9 P P P P9 g be siev v o . „ . e over sub rade compacted - to a minimum of 95 r I i /o a at ve Com tin 3 dram t ac o Awn or setas r e er for roofs and 1 1 2 i : ) 9p p de membrane is not / d ameter for floors. See tans for roof floor and shearwall sheathm and nailin2-" 1 ----------- required whey i e migration of moisture through the I ,. g e s ab from below will not be detrimental to the intended occupancy _ � , 9 P Y 6 27 Where a wall is labeled as a shearwall such wall shall be continuous) shear paneled an n ! - of thei y p d ailed as required per building unless otherwise required i --------------=-------------=-------- g qu ed n the geotechnical report. schedule from the roof sheathing to foundation sill late. Where a floor r • g p o 0 other element disrupts the continuous 42 . i . Crack L ac control jointing is designed des ed b the Contractor, r �t c o unless shown on foundation Ian. The maxim��--- J 9 9 Y , p um spacing of paneling, special detailing is required. Where special detailing is not provided, connections shall be requested<` 9 P 9 q P 9 P by--�--=------------------------------ , - 1 - Joints shall not exceed 15 in any direction. Contractor. 4 -3 -------------------------------------- Steel rebar or wire mesh in � slabs shall be located in the center of the slab. All h " - . 6-28 headers to be as follows, unless otherwise noted on tans 8-0 max. span): . 44 i Where a vapor retarder membrane is required, it shall be installed without an I P q y holes or areas that are uncovered. All ' Loading seams shall be overlapped and sealed continuous) with g conditions 2x4 stud wall 2x6 stud wall ;. , .:; pp y tape so that the seams are vapor tight. Where objects Supporting roof only 4x12 6x10 protrude through the vapor retarder, such as pipes, the vapor retarder shall be completely l sealed around the object. _ -------------------------------------- Supporting floor and roof 4x14 6x12All tears or punctures shall be completely repaired before placement of sand and concrete. If even greater assurance.. - Provid-------------------------------------- e 6 2 e 1 3/4 minimum bearing at end supports and 3 1/2 minimum r against potential moisture problems is desired, consideration should be even to the use of a quality commercial -grade 9 9 Pp u bearing at intermediate supports for floor ; . 9 q tY 9 ..: joists, ceiling joists and rafters unless ..concrete sealant. J , 9 J ss otherwise noted on plans... Joists framing from -------------------------------------- 6-30 om o osite sides f o abeam girder or partition shall be lapped at least 3". 9 PP , 9 P PP. , --------------------------------- All bolts nuts an I ' d lag screws shall be provided with flavor malleable washers where bearing against p g g wood. i I 6-32 Balloon oon frame studs to truss bottom chord or full height at exterior or walls where slopingceilings occur, u.n.o. I-------------------------------------- K --- -K ' K BUTTE COUKTTY j 0 APE ROVELE)L Owner. . - K BP C� �- a� MPR Checked: SRT Date:Ari P '1 2008 Job No. 08-058 Q S-1 Design: MPR Checked: SRT Date:Ari P '1 2008 Job No. 08-058 Sheet: S-1 -------- ---- I it II SII I 'I II �� �I '' !I !, J �� _ �. �i I i IIS ,.. .::.. .. II 'i _ ' .. IIS, ...'' `i it ''�. �' i� 'I - '. it 'I '. .. -� ', - - 4 _ "' ... -. .. ... V'`; I 3 4 5 6I April 2008 \ 9 10 11 12 13 14 15 16 S-2 JOIST PER PLAN M 0 n A — r. PROVIDE 24" MIN. LAP u STEP COUNT #4 NOSEBAR PER CONTRACTOR TYP. NON -SLIP REMOVE E IN -GROUND HOT TUB AND SURFACE ON REPLACE W/ABOVE GROUND IT PLACE 'I UN C EA. STEP � -w N 4 CONCRETE PAD UNDER UNIT W/#4 d a ( ) .. d W \ w BARS AT 24 O.C. MIN. LOCATION OF N SPA , � RUN PER 0 B O cO .\ a J AND PAD TO BE APPROXIMATELY IN SAME CODE - � U LOCATION AS PREVIOUS. d I d 6 6 d a d SLAB ON GRADE PER PLAN #4 AT 16 O.C. 4 TYP. EXISTING RETAINING WALL TO REMAIN EA. WAY "b C� -. .. Q i REPLACE E 2X P.T. NAILER ON I TOP OF E RETAINING WALL, TYP.iw I CONC. STAIR LAYOUT BY CONTRACTOR PER CODE i C G AND DETAIL 4/S-2 TYP. 61. 6 i L STAIR ON GRADE `'fi NO SCALE I r c L 1 r r L D DPROVIDE FLS IN ' .I DECKING PER PLAN POOL WALL PROVIDE TWO GALVANIZED SCREWS AT EACH JOIST I S w a� Lq Checked: SRT 1 F L April 2008 Job No. Q 08— r 1 L� Sheet: S-2 JOIST PER PLAN M 0 JOISTS TO BEAR DOWN ON E WALL, TYP. LEDGER AND E i -- HANGER PER PLAN k E BOLT 4X8 DF#2 GIRDER AT 8 O.C. MAX W/STAIN, PAINTR WEATHER RESISTANT O ESIS ANT FINISH PER 3 YP. CONTRACTOR, TYP. PROVIDE B48 HANGER - i - WHERE NECESSARY a i EXISTING POOL F a� MPR Checked: SRT Date: April 2008 Job No. Q 08— 058 Sheet: S-2 i V r _ r n J L 2X6 DF#2 JOISTS AT 16 O.C. MAX W/STAIN F 1 - PAINTI R WEATHER RESISTANT FINISH PER O SS S EMIT CONTRACTOR TYP. PROVIDE LUS26 HANGER WHERE NECESSARY LEDGER ATTACHMENT 3 G C NO SCALE 1 YP. I I, —I 2X DECKING BY OTHERS JOIST PER PLAN GIRDER PER PLAN J 0 �.,..., t cd 0 00 N 0 0 0 0 0 0 N LO U „ _ o 60 P. N _ a� 2 3/8 DIA. A307 I / i) W THR -BOLTS W/ C� U COLUMN CAP O V rl I_ _I FT WASHERS AT 4 O.C. i PER PLANVERT. TYP. BOTH - o ENDS OF BRACE w N U PER H W POSTS �i a PLAN00 V r� I REMOVE &REPLACE U EXISTING LEDGER W/ NLW LOCATE XX � 2X8 P.T. LEDGER TYP. Q 75 BOLTS AS TO r --I - AVOID _ Q 0 - BRACE SIZE TO — CONFLICT � a MATCH POST SIZE �W/POST BASE AND GRADE 0 BOLTS TYP. a 0 2 TYP. - BRACE DETAIL 2 _ TY . NO SCALE 3 I RAILING PER CODE BY OTHERS TYPICAL AT PERIMETER OF DECK 2X BLKG PROVIDE 4X4 BRACE TYP. r F ES S 0 / 0 R N Q q L O t GIRDER PER PLAN T R F � O J POST CAP PER PLAN ` _ G Z c� U3 m0 w (n C70854 m a Ex. 6/30 09 F r ___I Z 1V1 Q 9 T O J L F F _F CA HEIGHT ABO V 0 4X4 POST W/SIMPSONS BC4 POST CAP E „ SURROUNDING ABOVE AND PBS44I BELOW OVER 18 x18 x12 . g GRADE PER , 0 1 THICK FOOTING WITH 2 - #4 BARS EA. WAY AT 3 CLR. BOTT. TYP. NOTE 2-2 ON POST BASE PER PLAN SHEET S-1 L E Fj� I N J REBAR PER \ UNDISTURBED SOIL � LOCATION OF EXISTING PLAN OR FOOTING PER . 4 . DECK TO BE REMOVED SCHEDULE PLAN d a = J M U MIN. DEPTH PER PLAN SIZE PER PLAN 1907 �J a F un l o d ton mI 1g Fran Plan L scale. 1/4" = 1 -0 � TYP POT BEAM A 1 S / T GRADE NO SCALE Design: MPR Checked: SRT Date: April 2008 Job No. 08— 058 Sheet: S-2 ::•' ,... < , e.... 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