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HomeMy WebLinkAbout058-160-141- � i � a a t` ,. 1 `11'`r i�i� �':`1 , '�i � .�---• v i F u _ ♦ k �01 a 0-141 PERMIT#9 YOUNG,h YOUNG, Larry . 1x333 Concow Rd., Orovillej Cont: Steve Orsillo Const. New Single Family I 058-160-141 PERMIT#96-1331 YOUNG, Larry 12333 Goncow .Rd., Oroville Cont: Adonis Pools New Pri Swimning Pool 058-160-141 #98-2116 YOUNG, LARRY 12333 CONCOW RD.OROVILLE ILLUMINATION ELECT ELECT. FOR WELL`//,r2P'�/* 058-160-141 01-2818 YOUNG, LARRY 12333 CONCOW RD, OROVILLE CONT:KLM BACKUP GENERATOR 058-160-141 06-1205 YOUNG,LARRY 12333 CONCOW RD, OROVILLE Cont: SPG SOLAR SOLAR(GRND MNT) I -\`\ -010 B07-0436 058-160-141 MISCELLANEOUS Private Garage/Shop STORAGE/SHOP 12333 CONCOW RD YOUNG, LARRY A b�� —09 q) 058-160-141 AG02-056 LARRY YOUNG 12333 CONCOW RD., OROVILLE AG. 13LDG. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 12333 CONCOW RD Owner: Permit No: B07-0436 APN: 058-160-141 YOUNG, LARRY A Issued Date: 06/20/2007 By KEJ Permit type: MISCELLANEOUS 12333 CONCOW ROAD Subtype: Private Garage/Shop OROVILLE, CA 95965 Expiration Date: 06/19/2008 Description: STORAGE/SHOP Occupancy: Zoning: TP160 Contractor Applicant: Square Footage: C D CONSTRUCTION CHARLES DUGAN Building Garage RemdUAddn 43 EXECUTIVE AVENUE 43 EXECUTIVE AVENUE 1,360 OROVILLE, CA 95966 OROVILLE, CA 95966 Other Porch/Patio Total (530) 589-2220 (530) 589-2220 1,360 FEE INFORMATION DBEH Building Review Fee $75.70 DBF GARAGE -Wood Frame Plan Che $285.95 DBFIRE Fire Inspection (SRA) R $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage Wood Frame $428.92 DBSMIP Residential $3.26 Total Charged: $999.23 Fees Paid: $999.23 Balance Due: $0.00 Receipt No: B3584 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License C D CONSTRUCTION 685990 / B / 03/31/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. 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 X06/20/2007 the applicant to a civil penalty of not more than five hundred dollars [$500];. Please check one of the following: Contractor's Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by E] ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is for one hundred dollars ($100)—Or—le—ss ❑IAM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS 4:1.Jlel J 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' X 06/20/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date .provisions. X 06/20/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Slate laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused 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 DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. 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 owner or am authorized to act on the property owners behalf. y06/20/2007 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [S ] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR. DAgent for Owner ❑Agent for Contractor FILE COPY Lenders Address City State Zip I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A .FEE WILL BE REQUIRED A7• TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION LastName111 � =4 first Name Mailin Addre '� Cit State Zip Phone " / Fax E-mail G CONTRACTOR Name Name67-7U Address l Address Stlt City , State Fax�� Zip .9.6 Pho State License Number Fax E-mail Lic. # Class G ARCHITECT/ENGINEER Name Address l City Stlt Zip Phon� � r Fax�� E-mail State License Number G APPLICANT INFORMATION " Name Address l City Se Zip J96 Phon 0 _ Fax E-mail APPLICANTSIGNATURE X 11-01, PERMIT NO. BIN # A <W�, - I(L& - / t4 / PROJECT LOCATION AP# Property Address Ag City r WORKER'S COMPENSATION Policy Number I Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF ;/t/( F:P': .j l 1 e Sq FT- Living Garage Open Cov ❑Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): ,_— For office use only: 1 Zoning Flood Zone SRA 1 yes r - Occ. Type Const M Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530),538-7171 Fax www.buttecOunty.net/ddi O O 0 O' O WIt Ono g National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment (LESS THAN 1 ACRE 1 Reference Number: B07-0436 Location: _ 12333 CONCOW RD Parcel Number: 058-160-141 Owner Name: YOUNG, LARRY A Description: STORAGE/SHOP Date: 03/07/2007 By: GLB Sub Type: Private Garage/Shop Phone: 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. FILE Date: 03/07/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hitp:Hmunicipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-0436 Location: 12333 CONCOW RD Parcel Number: 058-160-141 Date: 03/07/2007 Owner Name: YOUNG, LARRY A Phone: Description: STORAGE/SHOP Signature of Property Owner LZZ,,� _-yo' / Date: 03/07/2007 FILE 17, BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-0436 Job Address: 12333 CONCOW RD Contractor: C D CONSTRUCTION 43 EXECUTIVE AVENUE OROVILLE, CA 95966 Printed: 03/07/2007 10:19 am Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee DBMSC Garage Wood Frame 0021-540013-4614901-1010 $75.70 03/07/2007 $75.70 DBF GARAGE -Wood Frame Plan Che 0010-440001-4210500-1010 $428.92 DBSMIP Residential 0010-440001-4210500-1010 $285.95 03/07/2007 $285.95 1001-0-280-1011298 $3.26 793.83 $361.65 Printed By: Karen Jones Balance Due: $432.18 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Date: 03/07/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). TRUSS SCHEDULE Tails Project: L. Young Coun : Butte Contractor: Endeavor Homes I Date: January 10, 2007 Roof: Comp Plan: custom Snow: 29Ibs Drawn By: MT REvlsivo7�11111111111111 Tail Cut: Plumb Description SCISSOR GABLE END SCISSOR GABLE END Project: L. Young Coun : Butte Contractor: Endeavor Homes I Date: January 10, 2007 Roof: Comp Plan: custom Snow: 29Ibs Drawn By: MT REvlsivo7�11111111111111 Tail Cut: Plumb MiTek° POWER TO PERFORM.' Re: Lyouung /young revision MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R25209367 thru R25209368 My license renewal date for the state of California is March 31, 2009. ��������R s r!tic��2� COD C 046433 * EXP. 3 �J9 May 7,2007 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Job . Truss Truss Type Qty Ply lyoung revision L YOUNG AGE SCISSORS 2 825209388 1 TCDL 10.0 Lumber Increase 1.15 BC 0.14 Vert(TL) 0.03 15 n/r 90 Job Reference (optional) 11171'-13 8.200 s Jul 13 2005 MRek Industries, Inc. Fri May 04 11:34:52 2007 Page 1 r -2.0-0 10.4-0 I 20.x-0 I 2248-0 2-0.0 10-" 10-4-0 2-0.0 Scale = 1:40.8 3x4 4.4 i 8 4x4 10.4-0 10-0-0 LOADING (ps29 0 CLL SPACING 2-0..0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP (Roof Snow --29.0) Plates Increase 1.15 TC 0.31 Vert(LL) 0.02 15 n/r 120 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.14 Vert(TL) 0.03 15 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 20 n/a n/a BCDL 10.01 Code UBC97/ANSI95 (Matrix) Weight: 92 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btr BOT CHORD 2 X 4 DF No.1&Btr WEBS 2 X 4 DF Std G OTHERS 2 X 4 DF Std G BRACING TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 2=369/20-8-0, 21=11/20-8-0, 14=387/20-8-0, 22=148/20-8-0, 20=18/20-8-0, 26=318/20-8-0, 25=43/20-8-0, 24=145/20-8-0, 23=144/20-8-0,19=101/20-&O, 18=168/20.8-0, 17=24/20-8-0, 16=419/20-8-0, 28=89/20-8-0 Max Horz2=39(load case 6) Max Uplifl2=308(load case 18), 14=302(load case 19), 25=27(load case 17), 23=3(load case 16), 19=3(load case 15), 17=-45(load case 4) Max Grav2=667(load case 11), 21=30(load case 14), 14=683(load case 12), 22=159(load case 11), 20=36(load case 4), 26=374(load case 10), 25=53(load case 10), 24=166(load case 11), 23=167(load case 11), 19=120(load case 12), 18=192(load case 12), 16=488(load case 13), 28=96(load case 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0175, 2-3=1058/982, 3-4=645/626, 4-5=-468/516, 5-6=3691403, 6-7=253/291, 7-8=117/82, 8-9=114/75, 9 -10=177/236,10 -11=310/345,11 -12=-402/452,12-13=602/563,13-14=-1066/962,14-15=0/75 BOT CHORD 2-26=-882/895, 25-26=542/586, 24-25=-411/468, 2324=311/3e4, 22-23=198/251, 21-22=-63/116, 20-21=63/117, 19-20=140/196, 18-19=255/308, 17-18=353/415, 16-17=489/528, 14-16=-883/889 WEBS 22-27=13210, 7-27=132/0, 20-28/0, 9-28=96/0, 3-26=311/38, 4-25=-44/18, 5-24=136/18, 6.23=138/20, 10-19=100/14 .11-18=153/21,12-17=0/17,13-16=390/45.7-9=0/69,27-28=0)2 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANS11TPl 1-2002. 3) Unbalanced snow loads have been considered for this design. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 14-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. Continued on page 2 MA#ay,2=7 A WARNI M - veft man Panvneeen and READ NOTES ON TMS WM JNCLVDED Mrl'EE REFERENCE PAGE MU 7473 REFaRE USE. Design valid for use only with Milek connectors, This design is based only upon parameters shown, and is for on Individual building component. IF Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsbillity, of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding �,.xe,o fSaafetity Inforon,mation anon control, ble from Truss Plate Uutitute, tion583 D Onofrlo Drrivve. Madison, W I537u9 8y Criteria, D58 -E9 and 8CSI1 8u0dinp Component 7777 Greenback Lane, Suite 109 Citrus Heights. CA 95610 Symbols Numbering System Q General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 " *Center plate on joint unless �q Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. /8 �/B ♦ ' cz c3 Place plates on each face of truss at each joint and embed fully. Avoid knots and wane O u�� Oat joint locations. NJ3. U4. Unless otherwise noted, locate chord splices d at '/A panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate C8 C7 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. 4 4 The first dimension is the width 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9 . 432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with BEARING stacks of construction materials. Indicates location of joints at A 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTekV\/N vwlq 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 Mffek® Holdings, Inc. _.___ .. _..... _..,....,.,.,. ,,,,.,.,..,oma. ,,,,.. �,, , ,a� „� , ,..,,..�«v�, r•nae � NOTES 9) Bearing at joint(s) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 21, 22, 20, 26, 25, 24, 23, 19, 18, 17, 16, 28. 11) This truss has been designed for a total drag load of 1700 Ib. Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-8-0 for 82.3 pH. LOAD CASE(S) Standard v 51 ® TAeRNDYG • -0 dedan Dvameten and Raw Nwzs GNTRR) AAw wa rm w xmim Rzvmt Ivm pAQA MV 7473 MWORB USE. �• Design valid for use only with Mrrek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer • not truss designer. gracing shown Is for literal support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the ®'(� erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrkaflon, qua0}y control, storage, delivery, erection and bracingg, consult ANSVFPII Gua01y Criteria. DSB-89 and SCS11 6u0ding Component Safely InMfmoHon available from Tens Plate Institute, 583 D'Onofsio Drive, Madison, WI 53719. 7777 Greenback Lane, Suite 109 Carus "-'-his, CA 95810 Truss Truss Type Qty Pty lyoung revisionUNG L.lob AGE SCISSORS 2 1 I 825209368 .,_..aa_ Job Reference (optional _.___ .. _..... _..,....,.,.,. ,,,,.,.,..,oma. ,,,,.. �,, , ,a� „� , ,..,,..�«v�, r•nae � NOTES 9) Bearing at joint(s) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 21, 22, 20, 26, 25, 24, 23, 19, 18, 17, 16, 28. 11) This truss has been designed for a total drag load of 1700 Ib. Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-8-0 for 82.3 pH. LOAD CASE(S) Standard v 51 ® TAeRNDYG • -0 dedan Dvameten and Raw Nwzs GNTRR) AAw wa rm w xmim Rzvmt Ivm pAQA MV 7473 MWORB USE. �• Design valid for use only with Mrrek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer • not truss designer. gracing shown Is for literal support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the ®'(� erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrkaflon, qua0}y control, storage, delivery, erection and bracingg, consult ANSVFPII Gua01y Criteria. DSB-89 and SCS11 6u0ding Component Safely InMfmoHon available from Tens Plate Institute, 583 D'Onofsio Drive, Madison, WI 53719. 7777 Greenback Lane, Suite 109 Carus "-'-his, CA 95810 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 " *Center plate on joint unless �! �4 Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �$ C2 C3 3. Place plates on each face of truss at each T p co joint and embed fully. Avoid knots and wane 3 O u ZX, at joint locations. U �5 U 4. Unless otherwise noted, locate chord splices 0 a- at 1A panel length (± 6" from adjacent joint.) + For 4 x 2 orientation, locate Ce G C6 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9 432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with BEARING stacks of construction materials. - Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek° ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 M[Tek® Holdings, Inc. Job Truss ' Truss Type Qty Plylyoung revision L_VOUNG Al � SCISSORS 1g 1 825209367 in (loc) Well Ud PLATES GRIP (Roof Snow --29.0) Job Reference o tional Endeavor Homes, OroN1182CA 95965, Marc Tear 6.200 s Jul 13 2005 MTek Industries. Inc. FA May 04 11:34:51 2007 Page 1 r -2-0A 541-15 10-" I 15-1-1 I 20-8-0 I 2248-0 , 2-0.0 5.6.15 4.9-1 4-9-1 5-66.15 2-0-0 Scale = 1:40.6 40 = ..,, 8.0-12 54-15 1D4-0 I 15-1-1 I 20-8-0 t LOADING (psf) TOLL 29.0 SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP (Roof Snow --29.0) Plates Plates Increase 1.15 TC 0.36 Vert(LL) -0.18 8-9 >999 360 MT20 220/195 TCDL 10.0 Increase 1.15 BC 0.50 Vert(TL) -0.30 8-9 >805 180 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.22 6 n/a n/a BCDL 10.0 Cade UBC97/ANSI95 (Matrix) ) Weight:861b LUMBER TOP CHORD 2 X 4 DF No.1&BV BOT CHORD 2 X 4 DF No.1&Btr WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1166/0.3-8, 6=1166/0-3-8 Max 1 o1=2=39(load case 5) Max Uplift2=10(load case 7), 6=10(load case 7) Max Grav2=1168(load case 2), 6=1168(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/79, 2-3=3025/0, 3.4=2201/0, 4-5=2201/0, 5-6=3025/0, 6-7=0/79 BOT CHORD 2-10=0/2673, 9-10=0/2680, 8-9=0/2680, 6.8=0/2673 WEBS 4-9=0/1507, 3-10=0/201, 5-8=0/201, 39=-877/0, 5-9=877/4 BRACING TOP CHORD Sheathed or 3-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Unbalanced snow loads have been considered for this design. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard M#aT1,202IM7 A WARAWO - Ve ft design DaAmeters and RFeD AWES OR rAW AND IFrLWW ADrss REVffPjLv z Pegs AM 7473 RSVORs US& Design valid for use only with Mnek connectors. This design Is based only upon parameters shown, and is for an individual building component. • Applicability of design poramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 6or�.,o.�rrnwr- fabrication, quality control, storage. delivery. erection and bracingg, consult ANSVTPII Quay Criteria, D311-89 and SCSII Building Component Safety Information available from Truss Plate Institute. 5a3 D'Orus Drive, Madison, WI 53719. 7777 Greenback Lane, Suite 109 Citrus Hei hts CA 95610 Symbols Numbering System Q General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center Damage or Personal Injury plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide co n to the copies of this truss design p g plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each „ TOP CHORDS other. �8 i/e ♦ C2 C3 J5 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane 0 u �, 3 O at joint locations. �� U �5 = " 4. Unless otherwise noted, locate chord splices O a at 14 panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate ~ C8 C7 C6 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed. or purlins ICBO 3907,4 922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with BEARING stacks of construction materials. Indicates location of joints at A 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. 1,13 engineer. MIT& ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiiTek® Holdings, Inc. 058-160-141 06-1205 E _YOUNG, LARR1- N O TES -12333 CONCOW RD OROVILLE ; (0 Cont: SPG SOLAR SOLAR(GRND MNT) "RESIDENTIAL APN: Permit No. Owner. i Site Address: Contractor. Type of Permit: i t V a SPECIAL CONDITIONS CHECKED BY Q SRA Q FLOOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION ITEMS Q VERIFY Q USE PERMIT CONDITIONS Q SUBSTANDARD HOUSING LETTER 0 ENCROACHMENT PERMIT 0 REINSPECTION FEE PAID Q ENV HLTH CLEARANCE. DATE JOB FIN ALED: `Y SIGNATURE: BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP061205 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/26/2006 APN: 058-160-141-000 the Business and Professions Code, and my license is in full force and effect. License Class: %-10 G N License Number: JS`!�'u� Site Address: 12333 CONCOW RD CON Date: S /akl-e Contractor: 5��� S1ril,vt2 Map Index: Description: GROUND MOUNT SOLAR p OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: YOUNG LARRY A to its issuance, also requires the applicant for such permit to file a 12333 CONCOW ROAD signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95965 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).): ❑ 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: SUN POWER &GEOTHERMAL ENERGY Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 863 EAST SAN FRANCISCO BLVD year of completion, the owner -builder will have the burden of SUITE A 94901 proving that he or she did not -build or improve for the purpose of sale.). 530-533-5988 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: SUN POWER & GEOTHERMAL ENERGY pursuant to the Contractors' State License Law:). ❑ 1 am Exempt under Article 3 of the Business and Professions Code 863 EAST SAN FRANCISCO BLVD Date: owner: SUITE A 94901 530-533-5988 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: 759086 Labor Code, for the performance of the work for which this permit is issued. J I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation insurance Engineer: carrier and policy number are: Carrier: 1'71A-,�, /U `7 i3 Policy #: Total Square Ft: 0 S. F. O 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to Valuation: $0.00 become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: - WARNINGP 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. -- -CONSTRUCTION LENDING. AGENCY' - -This perm't-ishereby issued under the plicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolu ' ns to ork indicatgd ab ir which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) B By: Name Date: Address: PERMIT EXPIRES ON: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of 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. Print Name: ^-vD''`t` � Signature: Date: ❑ owner ❑ Contractor ❑ Agent for Owner K Agent for Contractor B. C. Building Permit 01-16-04 pg 1 +=OK 0 - Not OK MANUFACTURED HOMES ISCELLANEOUS--.. DATE PERMANENT FOUNDATION SOFTSET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd 'Am -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat or LP❑ Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Cimcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer. Connected -C/O to Grade 12 Gas and Electricity Tagged i 13 Tie Downs ❑ Foundation ❑ —� 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers ---_DATE ID E C K S'C O V E R S'C A RPO R T S'G A R A G ES - I -O(o 1 ZSpingetbacks-Easements S . �gSs; SoilsSz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dddng-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Seams-Rftrs-CnnctrsShthg, Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 6 C rts; Wndws-Doors lectric 8 Frmg; Sills-AnchrsStuds-Rftrs-Trusses 9 Siding; Nailing-VeneerStuyco-Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls DATE JPOOL.S o� 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool lung; 15 volts-GFI 6 Elec.Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Egp-Htr 8 Elec Gmdng; Eqp w/5' Crcitng Egp-Pool Ightg Boxgs-Enclsrs-pnlboards-lnsultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche „ 12 Encisr; Fencing -Alarms 13 Bonding, Diving board or Slide o`41 Pool Drawing t;CEc 21 C14 AEfUC44 a(e- o co E um e2 bRmsw o c:A M +=OK n e NM nate & Dualex DATE JUNDERFLOOR DATE IPLUMBING 1 ZoningSetbacks-Easements-FloodSlope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg DRth 54 Wtr Pipe; Test & Anchr-Nall Prtctn 3 Ftg Garage; SailsSteel-Elec Grnd Ftg Dpth 55 DWV; Test Fittings & Anchr. Nail PActn 4 Ftg Porches/Decks; Soils -Steel Fig Dpth 56 Shwr Pan; Test, First fir -Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub Acc 6 Stemwalls Garage; Steel-Blockouts Wrapped 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test rya 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgWService Test 12. Elec Undrgmd DATE M E C H A N I C A L 13 Plenums & Ducts; Clmc-MaterialSupport4nsultn 61 AC Ducts Insultn & Support ` 14 GirdersSills-Anchr BoltsJoists Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrfiw, Sz & Grade 16 Insulation 64 Furnace -Vent Acc-Comb Air RtrnNent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic off' e'er vlVill DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 66 Ext Steps -Door & SldeLt Prtctn-Landings 19 Bearing Walls over Girders &flr Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Cimc-Comb, Air-Dnnctr 21 Fire Stops; Furred CeilingsStairs-Chasers-Tubs In Garage; abv-flr-Ducts-Mach Prtctn 22 Headers & BeamsSi &- Bearing 69 Bedroom Exiting 23 Hangers-PostFCaps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 72 Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic Acc; Sz & Rmx Prtctn-t)raft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Clmc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, int & Ext 29 Prprty Line Firewall .& Opngs 76 Ktchn, Fxtr & Appinc; Gmd Alr-Gap-Cooking Clrnc 30 Ext Doors -One X -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door; Swing -Landing -Closure 32 Plywd on Roof Ovrhng-AtUc Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Cimc-Com Air Cnnctr•PRV; abv flr 34 Stucco Lath Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3' drain 35 Glazing Area -Glass PrtctnSkyLts-Plastic . 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Wails; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnis 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drn e & Wood -Earth 86 Cimc Drnge Planters Yes ❑ No ° �� °� �s 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Cirnc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Pimb 40 Fxtr & Trnsfrmr Clrnc4ns Prtctn 91 Ext Elec Trim, GFI Rcptci-Undrgmd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntitn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Irispctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Gmdng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz pa QCU or E:1 AL 98 Address Posted AC Wire Sz ya QCU or El AL 99 Fire Sprinkler 48 Range Clic Qa ::1 C6 or ❑AL Oven Circ ya ❑ CU or ❑AL Insulated Neutral QYes —1 No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnis-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr LtSpa Lt 52 Smoke Detector �/ , I • . 4 GAO'• • � � 1 � �/R� , ?� j \\ l •� � .Hes 0 LENOR O/T N ' • � \\ �1 tr zz CENTERLlr?E CO, JlcO 6 ROAD � 1 PLANNING DIVISION - BUIL ING LAN APPROVAL Uses) Date:' Parking: Landscaping: Other. Signature: J 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. BP061205 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/26/2006 APN: 058-160-141-000 the Business and Professions Code, and my license is in full force and effect. ',i" License Class:,B G-10 G 4License Number: 25'96V— Site Address: 12333 CONCOW RD CON Date: 5/akLe Contractor: 5� SoC iafL Map Index: Description: GROUND MOUNT SOLAR p OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: YOUNG LARRY A to its issuance, also requires the applicant for such permit to file a 12333 CONCOW ROAD signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95965 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).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: SUN POWER &GEOTHERMAL ENERGY owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 863 EAST SAN FRANCISCO BLVD year of completion, the owner -builder will have the burden of SUITE A 94901 proving that he or she did not build or improve for the purpose of sale.). 530-533-5988 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: SUN POWER & GEOTHERMAL ENERGY pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 863 EAST SAN FRANCISCO BLVD Date: owner: SUITE A 94901 530-533-5988 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: 759086 Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation insurance Engineer: carrier and policy number are: Carrier: 7L,- D �� d Policy #: Total Square Ft: 0 S. F. ElI 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 Valuation: $0.00 become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: ZZ/6(p . Applicant: - 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. h CONSTRUCTION LENDING AGENCY This perm' -is-hereby issued under the plicable provisions of the Butte County Code and/or -� - I hereby affirm that there is a construction lending agency for the Resolu ' ns to ork indicated ab e f r which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) BY Name: Date: Is Address: PERMIT EXPIRES ON: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of 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. ✓D'`� �! ����� Print Name: Signature: Date: ❑ Owner ❑ Contractor ❑ Agent for Owner 21f Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website:.www.buffecounty.net/dds "PLEASE PRINT CLEARLY" A (CANT SI TURg X Z_ Forkeffice use only: OWNER INFORMATION Last Name ac.w irst Name r G,+ (24 Address IZ3.3 o -u owRD City 6Q0gMe1 City G 20 1! dl! a7 State Zip �7 Phone 32 q 7 S Fax E-mail 53 —Sg8 A (CANT SI TURg X Z_ Forkeffice use only: CONTRACTOR Name c Flood Zone Address CO-( 61411c 2v City c 04 t< eD City G 20 1! dl! a7 Zip State Book Phone E-mail Fax 53 —Sg8 E-mail Lic. #-2 jr? pU4 5 - e -Al A (CANT SI TURg X Z_ Forkeffice use only: ARCHITECT/ENGINEER Name Flood Zone Address CO-( 61411c 2v City I No State Zip Phone Book Fax E-mail Planner State License Number A (CANT SI TURg X Z_ Forkeffice use only: APPLICANT INFORMATION Name Flood Zone Address szt CO-( 61411c 2v City 6'e'0V"f My I No State (p Z Zip1p � Phone 33 Book Fax E-mail Planner A (CANT SI TURg X Z_ Forkeffice use only: Zoning Z Flood Zone Cross Street SRA s I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Y�_ PERMIT NO. � . /46 BIN # PROJECT LOCATION Property Address 2333 C01V COL, O City Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 Description or Scope of Work: PV o ✓lou. 7 Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Rec ' y: Amount: Receipt #: Date: �- t SRA Sherif SMIP Other Total REV 8-12-05 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. ❑ 2. ❑ 3. ❑ 4. ❑ 5. ❑ 6. E Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! 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 on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate (if required). No faxes! Energy compliance design and supporting documentation in duplicate. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. Manufactured homes: (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 of these 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 .f KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 -Y0"'1..`V'i-..._Cx . : R ,."T•' '- H `-r-�!'"'•-v'+^..-.j ' i•✓.,�".--,� _:•• r.,, ff :»y�'; y COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 - PERMIT APPLICATION DATA SHEET OWNER: AS -S SSOR PARCEL NUMBER 2 Proposed Building` e � tit GAY l 1 Permit Technician: Date: D :;� V �/ Items squired in order to apply for a permit�o ll boxes MUST be checked OR marked NA in order apply. '' 1 1. Site plans, 3 or 4 sets, signed byte preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 4 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer.or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in du licate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form I 12. Acknowledgement of building permit application without required clearances. 13. Other R crinr5Fine s needed to issue the permit (May require additional plan review upon receipt of the following items.) nitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ Sprinklers ............... :............................................................................ ❑ 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ 18. Erosion Control Plan Required........................................................................ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑% 22. California Department of Forestry plan approval ❑ paid. Sent by: ............. 1=123. Planning approval for (A) Use: (B) Parking: (C) Parcel Check: ............ ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by ...................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number ........................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other. ❑ 37. Other. _ When issued Telephone - 159 O 2S G and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant Date: </Z -Z_ /5t. 1. Index permit p �caTio'rti<rthe above items numbered: t♦ Plan Check Letter 'contractor, esigner, owner, was advised of the above data by ff phone, ❑ mail, ❑ counter, byC Date: ntrac, designer; owner: was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: �. Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: 4 Plans reviewed by: Date: Plans approved by: Date: Structural reviewed b . Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division �9PS TMENT 6VTT�c 0 1` o \, 0 �`1 0 cCU14 o&N; Department of Public Works 0 �' C o u m y o f B u t t e 0 1 p ' LAND DEVELOPMENT DIVISION J. Michael Crump, C // Storm Water Management Program �/I Director 7 County Center Drive Oroville, CA 95965 AveIL C WoP,�S (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: D114-1ro VbE 4A11c �L�� ���v.�� v►"ov� Project Location and/or Parcel Number: c66 -/(,o— I q / /Z33-;� 6wcc) PrP, By signing below, I, the project owner/owner's 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 build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date Mhz A Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte CountyDepa-tment Of DevelOpinent S`err�ces UT'TF°° 11 7 County Center Drive ° ° Oroville, CA 95965 0 °c, •- may° (530) 538-7601 Telephone (530) 538-7785 Facsimile - OU141 BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: a I need to submit applications foi- septic andlor well to Butte County Environmental Health immediately. s I ant required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained ® I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. F The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones,'and habitat/species). Please print: Applicant Name: �O^A /,j6MA'a Building site address: 2S33 co c_a APN: 05e -%40,0-ie-// Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -r renced building permit application and my signature below: S/Z1 6a SIG TURF YAPPLICANT DATE E.H. USE ONLY Plot Plan Attadwd Floor Plan Attadiad Sent to 8D/DS TO: Building Division = Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance LSM-vxnQ 12,1, 3 5� 1(6 �ly� Ow er0U' Location AP# T— Plan Approved for: Sewage Disposal: Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Building Clearance 912005 Water Supply: Public Private Well Date THE NEW VALUE FRONTIER 19 I(YOCEM3 KC20OGT HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE LISTED MODEL KC200GT HIGHLIGHTS OF KYOCERA PHOTOVOLTAIC MODULES Kyocera's advanced cell processing technology and automated production facilities produce a highly efficient multicrystal photovoltaic module. The conversion efficiency of the Kyocera solar cell is over 16%. These cells are encapsulated between a tempered glass cover and a pottant with back sheet to provide efficient protection from the severest environmental conditions. The entire laminate is installed in an anodized aluminum frame to provide structural strength and ease of installation. Equipped with plug-in connectors. APPLICATIONS KC200GT is ideal for grid tie system applications. • Residential roof top systems • Water Pumping systems • Large commercial grid tie systems • High Voltage stand alone systems QUALIFICATIONS ■ MODULE ■ FACTORY UL1703 certified IS09001 and IS014001 PERFORMANCE WARRANTY 1 year limited warranty on material and workmanship 25 yearN' limited warranty on power output SPECIFICATIONS ■ Electrical Specifications ■ Physical Specifications (Unit: mm) MODEL KC20OGT Maximum Power 20OWatts Tolerance +10%/-5% Maximum Power Voltage 26.3Volts Maximum Power Current 7.61Amps Short -Circuit Current 8.21Amps Length 1425mm (56.2in.) Width 990mm (39.Oin.) Depth 36mm (1.4in.) Weight 18.5ko (40.7lbs.) ■ Thermal parameters Nominal Operating Cell Temperature 47°C Isc Current temperature coefficient (3.18x 10-3) A/°C Voc Voltage temperature coefficient (-1.23x 10-t) V/°C Note: The electrical specifications are under test conditions of Irradiance of 1kw/m2, Spectrum of 1.5 air mass and cell temperature of 25°C Kyocera reserves the right to modify these specifications without notice. 990(39.Oin.) 360 Ain.. 946(37.2in.) 22 (0.9in.) 22 (0.9in. c Q� N� In C_ N Q� (O L0 N 7 3( iin.) -(Long term output warranty shall guarantee that loss of output is not more than 10% of the minimum warranty value of the product specifications within 12 years and is not more than 20% within 25 years after the purchase of the product by customer. The output values shall be those measured under Kyocera standard measurement conditions. Regarding the warranty conditions in detail, please refer to Warranty issued by Kyocera.) MODEL KC20OGT r ELECTRICAL CHARACTERISTICS Current -Voltage characteristics of Photovoltaic Module KC20OGT at various cell temperatures 9 IRRADIANCE: AM1.5, 1kW/mz 8 7 6 75°C 50°C 25°C 5 c 4 U 3 2 1 01 1 0 10 20 30 Voltage (V) Current -Voltage characteristics of Photovoltaic Module KC20OGT at various irradiance levels 9 CELL TEMP. 25'C 1000W/M2 8 7 800W/m2 6 Q 5 600W/ml E a� 4 U 400W/ m2 3 2 200W/ mt t 1 0 0 10 20 30 40 Voltage (V) QUALITY ASSURANCE Kyocera multicrystal photovoltaic modules have passed the following tests. • Thermal cycling test • Mechanical, wind and twist loading test • Thermal shock test • Salt mist test • Thermal/ Freezing and high humidity cycling test • Light and water -exposure test • Electrical isolation test • Field exposure test • Hail impact test Please contact our office to obtain details without hesitation. leKYOCERa KYOCERA Corporation ■ KYOCERA Corporation Headquarters CORPORATE SOLAR ENERGY DIVISION 6 Takeda Tobadono-cho Fushimi-ku, Kyoto 612-8501, Japan TEL:(81)75-604-3476 FAX:(81)75-604-3475 http://www.kyocera.com • KYOCERA Solar, Inc. 7812 East Acoma Drive Scottsdale, AZ 85260, USA TEL:(1)480-948-8003 or (800)223-9580 FAX:(1)480-483-6431 http://www.kyocerasolar.com • KYOCERA Solar do Brasil Ltda. Energia Renovavel LTDA, Rua Maurisio da Costa Faria, 85 22780-280, Recreio, Rio da Janeiro, Brazil TEL:(55)21-2437-8525 FAX:(55)21-2437-2338 http://www.kyocerasolar.com.br • KYOCERA Solar Pty Ltd. Level 3, 6-10 Talavera Road, North Ryde N.S.W. 2113, Australia TEL:(61)2-9870-3948 FAX:(61)2-9888-9588 http://www.kyocerasolar.com.au/ • KYOCERA Fineceramics GmbH Fritz Muller strasse 107, D-73730 Esslingen, Germany TEL:(49)711-9393417 FAX:(49)711-9393450 http://www.kyocerasolar.de/ • KYOCERA Asia Pacific Pte. Ltd. 298 Tiong Bahru Road, N13-03/05 Central Plaza, Singapore 168730 TEL:(65)6271-0500 FAX:(65)6271-0600 • KYOCERA Asia Pacific Ltd. Room 803, Tower 1 South Seas Centre, 75 Mody Road, Tsimshatsui East, Kowloon, Hong Kong TEL:(852)2-7237183 FAX:(852)2-7244501 • KYOCERA Asia Pacific Ltd. Taipei Office 10 Fl., No.66, Nanking West Road, Taipei, Taiwan TEL:(886)2-2555-3609 FAX:(886)2-2559-4131 • KYOCERA(Tianjin) Sales & Trading Corporation Add: 19F, Tower C HeOiao Building 8A GuangHua Rd., Chao Yang District, Beijing 100026, China TEL:(86)10-6583-2270 FAX:(86)10-6583-2250 The contents of this catalog are subject to change without prior notice for further improvement. LIE/l07M0601S5SAGK (Recycled Paper) ' r A." V. i [FRO-10MOU8 00:111 GRID -TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS Light Weight At 42 lbs, the FRONIUS IG inverters are the lightest grid -connected inverters making them easy -to -install. More Energy MIXTM Concept allows your system to output more energy under part -load conditions. Lower Cost Integrated DC / AC breakers reduce installation time and complexity. LCD Display Comes standard with every FRONIUS IG and tracks more than 20 critical system performance parameters. Powerful At 4000, 4500 and 5100 Watts, these inverters deliver more power output for higher performance installations. Reliable Fronius has been in business for over 50 years and has more than 100,000 inverters installed worldwide. f POWERING YOUR FUTURE Input data IG 4000 IG 5100 IG 4500 -LV `Recommended'PV power (Wp) 3000 -5400 4000 -6300 3600 -5500 Operating DC voltage range (V) 150 -450 150 -450 150 -450 Max. DC input voltage (V) 500 500 500 Nominal input voltage (V) 270 270 270 Max. DC input current (A) 26.1 33.2 29.3 Output data IG 4000 IG 5100 IG 4500 -LV Nominal output power (W) 4000 5100 4500 Maximum output power (W) @ (40°C) 4000 5100 4500 Nominal AC output voltage M 240 208 Operating AC voltage range (V) 212 - 264 (240 +10% / -12%) 183 - 227 V Nominal AC current (A) 16.7 21.3 21.6 Maximum AC current (A) 16.7 21.3 21.6 Maximum utility back feed current (A) 0.0 0.0 - 0.0 Max. continuous output fault current (A) 35.2 35.2 35.2 Nominal output frequency (Hz) 60 Operating frequency range Hz) 59.3 - 60.5 (60+ 0.5 /- 0.7) Total harmonic distortion (%) < 5 Power Factor (cos phi) 1 General data IG 4000 IG 5100 IG 4500 -LV Max. efficiency (%) 94.4 94.4 94.4 Consumption in stand-by (night) (W) < 0.15 Consumption during operation (W) 15 Protection Type NEMA 3R Cooling Controlled forced ventilation Size I x w x h 28.34x 16.46 x 8.78 in (720 x 418 x 223 mm) Weight 41.8 Ib. (19 kg) Ambient temperature range 5 to 122 °F (-15 ... 50 °C) Integrated DC and AC disconnects standard Protections Ground fault protection Internal GFDI, in accordance with UL 1741 and NEC DC reverse polarity protection Internal diode Islanding protection Internal, in accordance with UL 1741 and NEC Over temperature Output power derating Surge Protection Internal DC & AC protection, Tested to 6 kV Compliance Safety UL 1741 EMI FCC Part 15; Class B Anti-Islanding protection UL 1741, IEEE 929 Ground fault detector and interrupter Compliant with NEC Art. 690 requirements, UL 1741 Miscellaneous Maximum AC over current protection Two -pole, 30A circuit breaker AC wire sizing Use maximum AWG 6 194°F (90 °C) copper wire DC wire sizing Use maximum AWG 8 194°F (90 °C) copper wire AC disconnector 32 A DC disconnector 30 A Warranty 5 Years; 10 Years available Distributed by • aZ717:ius Fronius USA LLC Solar Electronic Division 5266 Hollister Ave., #117 Santa Barbara, California 93111 E -Mail: pv-us@fronius.com www.fronius.com ui 0 a U) N (D O O O O V BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. AgdT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ZONING OWNER PHONE NO. OWNER'S ADDRESS , LOCATION OF BUILDING o+ USE OF BUILDING�� r SIZE OF STRUCTURE �b 'X a '_ �D� SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING, ROOCOVERING FLO R TYPE ESTIMATED COST OF CONSTRUCTION $ — AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: r ��"'LQ''� 2S FRONT SIDES /tom'✓ REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. , Date IL ' Q� Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a [L�FFLO ID PTAP Receipt No. 7 Manager Building Division a. By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod —Applicant Date �' '2 ® z COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541�r �� �P� MIT NO. (Rev. 12/96) APPLICATION AND -PERMIT ASSESSOR PARCEL NUMBER 160 ZONING BUILDING PERMIT OWNER 0 v r _ \ TELEPHONE 7� i3 SO. FT. OCC. BUILDING VALUATION . OWNEWS MAILING ADDRESS / d(I AJ &AJ vJ XO' A DCIv V L(L C' CONTRACTOR'S NAME TELEPHONE el / ki m G eN e&. .�N P3,e-ea i�� 7PO Y3,)- 36 8/ CONTRACTORS MAILING ADDRESS _ �\ /� G/ CONSTRUCTION LENDER LENDER'S MMUNG ADDRESS ZZ /q Fireplace Total Valuation $ ARCHITECT OR ENGINEER _ , LICENSE NO. —Fling Fee $ 20.00 Permit Fee $ ARCHITECT OR ENQw S MAILING ADDRESS � _/ t Plan Checking Fee $ BUILDING ADDRES � 1-fS J� Energy Plan Checking Fee $ nn __ �,W o %,/ 1-// $ PERMIT FEE s LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Sw,- Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑Remodel ❑ Utilities a Installation ❑ Other ❑ / Describe Work: / s— /l� -;-Z -v e /4 UP C -e Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W Q20.00 PERMIT FEE ELECTRICAL PERMIT Fling Fee 20.00 Main Service '..A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, �y and my license is in full force and effect./7771(.3 License Class/9-& N. C. Lic. No. 7 / �' 3 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO +o�A 46.00so WEE200A NEW CONST. DWELLING UP. OR ADDNS. ( a ACC. eros. SO 3.5QFT: NE CONS MULTI.ICH OU CUTITS @7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FD(TUREs 20 gq�';� Ex. Occup. ovr FIXEDs REBID.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 ,lQ PERMIT FEE $ ? d WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. .� 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation in urence carrier and policy number are: Carrier 551 q rc f_ ­­ Policy Number i S 'S`" (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith ply with those provisions. / X� Date �� �—� / Signa ure of Applicant - ❑ Owner -Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE d HAZ. I D FEES IMP I FLOOD I CDF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions Ofthe B County Code and/or Resolutions to do work indicate a Ove for which fees been paid. .� T By ate PERMIT EXPIRES ON �—/' D Defe ReceiptNo. g WHITE-D.D.S.-B. CANARY -ASSESSOR PIN -INSPECTOR GOLDENROD -APPLICANT x058-160.-041 PERMIT 1#98-2116 YOUNG, Larry 12333 Concow Rd., Oroville Cont: Illumination Ele Ele for Well/SF. i r i I1 i 4 ' • i s OFFICE COPY Address ELECTRIC Meter By Date (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 APPLICATION AND PERMIT %RMIT N0. ASSESSOR PARCEL NUMBER R.. ZONING BUILDING PERMIT OWNER LARRY YMRM TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 17333 a t: 9-504-5 CONTRACTOR'S NAME - TIJJF4TNATTt)N VUR TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 12333 CONCOW RD. • OROVILU Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF @x Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ OtherIft Describe Work: ELECTRICAL FOR WELL 1 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600VOR LESS Main Service ZOOA OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in ull force and effect. License Class '"1-��✓�% �. y Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO + 46.00so NEW CONST. OWELLMIG OCCUP. U OR ADDNS. ( a ACC. BLDS. SO 3.5¢FT. NON.REESID MULTI.OUTLET @7,50 POWER APPARATUS a BINDLE OUTLEr CIR. Ex. Occup. OUTLET OR FDCTURES 20 ® 1.00 BAL 50 Ex. Occup. OunED AaID.oFRw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 48.Q0 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) L]il certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith omply with those provisions. X Date _ Signaturere bl'Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction'A of structures over 3 stories in height. _ Mobile Home Installation Fee I $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 48.00 HAZ. 1 D. FEES IMP FLOOD I CDF PARCEL PD HD 186 UE This permit is hereby issued under of the Butte County Code and/or indicated above f which fees have By xii~' ; [!�[,-- �. PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 9/17/98 Date 9/17/99N Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �P, 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT�%�l ASSESSOR PARCEL NUMBER 058-160-0141 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 12111 CONCOW RD OROVILLE, CA 9596=5 I CONTRACTOR'S NAME ELIMINATION FTE TELEPHONE CONTRACTOR'S MAILING ADDRESS 14590 C.-FNTERVILLE RD CHICO CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 12333 CONCOW RD., OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF RX Duplex ❑ Mobilehome ❑ Other sPECIFr Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other}JI Describe Work: ELECTRICAL FOR WELL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600V OR LESS Main Service 2o.A OR IES. 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in I force and effect. G P� License Class Lic. No. C� ! OWNER -BUILDER DECLARATION.50 I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BLD S. SO 3.5¢iT. NON-RESID MULTI.OUTLET 97.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. OCCU . OUTLET OR FIXTURES B20 Q 1.00 Ex. Occup. ounFrs o .oma A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 48.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) n�certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwitl omply with those provisions. 0_ _-17 _ Date _ % Signature o Applicant - O Owner ❑Contractor ❑Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 48.00 I IaA FEES IMP T I FLOOD I CDF PARCEL PD HD UE This permit is hereby issued under of the Butte Coun Code and/or in 'ated above f which fees have B PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date 9/17/98 9/17/99 ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12196) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSORPPAC MS -.. / ZOTPIKO6 BUILDING PERMIT TELEPHONE SO. FT. OCC. BUILDING VALUATION TEIEPMO E/ CONTRACTORS MAILING AIJOP CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. FilingFee S 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee b SULDWGADDRESs Energy Plan Checking Fee $ S • PERMIT FEE _ LOT NO. SUBDN6pNSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE lopSolar SF Duplex ❑ Mobilehome ❑ Other sPWry Each Trap 7.00 or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK / New ❑ Addition ❑/ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: L—S 1���� � � �- Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 020.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service =." Ms 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) . ❑ 1 certify that in the performance of the work for which this permit Is issued, I shall not employ any person in any manner so as to become subject to workers' laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, 1 shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over SO' deep and demolition or construction of structures over 3 stories in hei ht. Main Service 200A TO 1000A 46.00 NEW CONST. OwELJNG OCCUP. so. OR ADS• ( a ACC. Bins• 3.50 T 420'1-. ' MULTroURET en 7.50 POMAPPAMTus G. 0UrIET a0. Ex. Occup. OUTLET ORPoRUBALI RES 'O ®'•0° .so Ex. Occup. oma® 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ c MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEES T HAZ D. FEES IMP ELOOD COP PARCEL Po MD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. to rwReceiptlIo.S HITE-.S.-B. CA A •ASSESSOR PINK -INSPECTOR GO NROD-APPLICANT COUNTY OF BUTTE c. BUILDING DIVISION t bEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE E�W K — � O �PERMIT NO. •- A routine inspection indicates that the following violations of Butte County Ordinances exist at ys tx:F the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, F; ple se contact thi ffice immediately. r_ Date Z/ % Inspector REV 10/ 2 � qty �'�"`�r�fi 'F " 1'�.' ^Y�srt'�_: t" 1'�►', �r .r COUNTY OF BUTTE BUILDING DIVISION 'DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE JWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 1' Date � � Inspector '� REV 10 92 n RESIDENTIAL •'� (058-160-141 PERMIT#96-1331 YOUNG,Larry A 12333 Concow Rd., Oroville Cont; Adonis Pools New Pri Swimming Pool s u - � ���aq..,�� � •moo � ica,! . A. OFFICE COPY j A 1 f I eter By > ELECTRIC- Oates i' Meter By L_ I JOB FINALED (Date) Signature a M -COUNTY OF BUTTE' 0. ;. BUILDING DIVISION eF t DEPARTMENT OF DEVELOPMENT- SERVICES , 1469 Humboldt Road, Chico, CA - (916) 891-2751 R 7 County Center Drive, Oroville, CA - (916) 538-7541 A'?ri �A j 747 Elliott Road, Paradise, CA - (916) 872-6307r >; CORRECTION NOTICE OWNEfj PERMIT NO. 11 y 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 you have any questions pertaining to this matter, or need additional explanation, of please contact this office immediately. >; C -4Q 3 i _?�lD vIQ_ a- I ce. ,c. :r a6azz r".1 Date _ /� Inspector kt It' REV 10/92 7y 3 • R@ V=OK 0 = Not OK `=NottRealdyble 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/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location-Test0rap; / /'L'ft. / /Nat. or/ /'L'ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements IV 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOL lans OK except #'s et ks-Ease .ents oils; paction-Structure Stability 3 ' I Structure feel onn r ons -Thi to Dead Men -Linin 4. t[w.- Receptacles and Lighting, Distance-GFI Elec.; Pool Lighting; 15 Volts GFI77-6---521, 1 6. Elec. nclosuFes; Conduit Entries -Terminals -Listed Bonding; Metal w/6 -Circulating Equip. -Heater 8. .; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main -in Conduit 1 Ge-WealftDcl5artment Approval eVeMImb.; Cir. Test -Water Supply Test is o Date -j�9-? Card B-1 Date Card B-1 Dat 4Z Q Card B-1 Date Card B-1 '77�i Poo 4, Nom, e� l ✓=OK O=Not OK Not Applicable Not Ready RESIDENTIAL (c. ' Date UNDERFLOOR (Plans) OK except it's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Bfockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except a's 16. Water Htr.. Vent -Access -Combustion Air -Baffle - - ---------------------- 17. Water Pipe. Test & Anchor -Nail Protection -------------------- 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ----------------------------------------------------- --- 19. Shower Pan: Test. First Floor -Tub Access -------------------------------------------- 20. Test - -&-shower.- & -- Shower.- Second - Floor -Tub Access ------------------------------------------------------- - 21. Gas Pipe: Size & Anchors ---------------------------------------------------------------- ------ --- - -- --- Date Card B-1 Date Card B-1 -------------------------------------------------------------------- ------ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a'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. Fastners-Bond Gas & Water --------------------------------------------- - -- ... ........ ....... -- 27. 2 Appliance Circuts in Kitchen & Conductor Size,GFI -------------------------- -------------------------- _ .. --- 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga Cu or At ------------`--- - --- - - ............. .. 29. Range Circ / ' ga. Cu or AI -Oven Circ. ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No -------- -- - --------------------------- ­------------- Service-Riser Conductors & Ground -Main Disconnect -------------._____.____1 -- --------------- _ ...... ....... 31. Equip Clearances Panels-Motors-Mech. Equip. ---- - --- ------ ......---.. ....... ....... ....... .. 32. Clothes Closet Light -Shower Light -Spa Light ---------- - -- ----------------- ------------ ............... 33. Smoke Detector --------------- --------------------------------------- --- ....... . .... .. Date Card B-1 Date Card B-1 - -- -- - ........ -- - ............... Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's 34. A.C. Ducts Insulation & Support ------------------------------------------ 35. ------ ----- 35. Vent Fan: Exhaust above insulation --- --------------- - _ ............ .. 36. Condensate Drain & Overflow: Sze & Grade ------ -- - ..... .. .... ....... ... ... _ ..... .. .. . 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ---- - ----- ... ... ....... ... . 38 Attic Access & Platform if Furnance in Attic ..-... ....... ... ........... .. .... ... ... Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except # s 39 Sils. 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 Ce l ngs-Stairs-Chases-Tub ................ ...... ..... .. _. ._... - .. . 44. Headers & Beam -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors ' 46. Cing. Joist-Rftr. ties- Purlin-roof Brac-Truss-Shthng.-Ring. ---------------- ------ 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing -------------------------------- 51. Property Line Firewall & Openings -- -- --------- 52.- Ext.-- Doors -One -T -Check Garage -3rd Story, 2 Exits ------- -------------------- 53. _Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ------------ - - 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. -Glazing Area -Glass Protection-Sk 58. Shear Walls: Nailing -Bolts 59. -.Insulation -Walls -Ceilings _ 60. Infiltration -Walls -Windows -- - ---------------------- Date - - -- ---- Card -B-1 Date Card B-1 Date Date Plastic Card B-1 Card B-1 Date FINAL (Plans) OK except p's 61. Ext. Steps -Door & Sidelight Protection -Landings -------------------- - -- 62. Smoke Detector ------------ ---------------- ----------- --- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. 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. -----------------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: IG.F.1.)-Romex Protection .. ... ------------------------------------------------- 7;. 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. Followinginstld. 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-Fireplace.-Clearance to Openings .. ....... . - - - - - - - - - - - --- ------------------------------ 84 Water Well: D sconnect. Electrical. Plumbing . . ..--------------------------------------- - 85 Exterior Elec. Trim. G.F.I. Receptacle -Underground . ..... ..... - ------------------------------------ 86 Ventilation Throughout House .. ... ... ....... ...- --------------------------------- 87 -------- ---------------------87 Glass Protection - - ---------------------- 86 Corrections from Previous Inspections -. ----------- ------------------------- 89 Gas Test -Meters Tagged: Gas -Electric ---------------------------------- 90 Water & Sewer Connected -C/O to Grade -HD Approval --------------------- 91 Energy Compliance Certificate -Other Certificates ---- - ------------------------ Date Card B-1Date Card B-1 . . ---_. . .------------------------------------ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: i COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT N . APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 058-160-141. ZONING BUILDING PERMIT OWNER LARRY YOUNG TELEPHONE SO. FT. OCC. BUILDING VALUATION 29,000.00 OWNER'S MAILING ADDRESS 12333 CONCOW RD CONTRACTOR'S NAME ADONIS POOLS T ZSy l E 1197 CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 284-9 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 93 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 1233.3CONCO14 RD PERMITFEE PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 1 5 -no USEOFSTRUCTURE SF E� Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other] Describe Work: 18 X 36 POOL — 503-94 Mobile Home S I G W @20.00 PERMITFEE S 35.00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service a OR LESS ( 2ooA OR LESS ) 23.00 Main Service ( 200A TO ,000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. ` License Class "' 5--3 Lic. No. / OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR \ OR ADONS. ( 8 ACC. BUDS. / SO. 3.5¢ FT. NEW CONST. MULTI.OUTLET NON•RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES ) 2U 9 I.50 BAL 50 Ex. Occup. ( OUTLETS(RESID.)E.- ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELEG 30.00 PERMITFEE $ 50.00 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the ormance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' co nsation insurance catrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' com ation Islons o ction 3700 of the Labor Code, I shall h ply wi vial ns. _ Date �1� _ 4.gApplicant"-�D Owner Altontractor ❑ Agent An OSHA permit is required for excavfftioh over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 412.50 HAZ. D. FEES -- I IMP I FLOOD f COF PARCEL PD HD U This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON applicable provisions Resolutions to do work been paid. 55ate �y / (Date) receipt No. 201781 HITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .r COU.NTYQF BUTTE - DEPARTMENT`OF` IEW-LOPM ENT SERVICES - BUILDING DIVISION y fl` 7 C-O.UNTYC.ENT-E-R-DBO L�IE - OVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER 4 A R--A-Y V 9 uw C2 A. P Nops-R -160 " J / Proposed Building Use Building Inspector Date ' 4 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1 DATE RECEIVED BY 11 All items have been submitted....................................... { . 2. Plot plans, 3/4 sets, signed by preparer of plans. .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans....................... r 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. ............. -5. Hazardous Material Form. ' 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non-Heated and A/C Buildings. ...................... 8. Engineered truss.details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $................................... . 11. Impact fees as shown on attached schedule.......................... . 12. California Department of Forestry plan approval/fees......................... = 13. Flood elevation letter (100 year flood) by California Engineer. ................. . 14. Sanitation and plot plan approval Health Department . ............ �:• . \ 15. City of Chico plumbing permit...................................... 16. 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). .. . 20.' Pre-inspection for to Building p required. . . to Building Inspector •_ (Date) Insion reqfor 21. Contractor's license information. (No., Name Style, Classification). .............. 22. Certificate of Workmans Compensation Insurance. ................ 15� r'• = - y° 23. Owner-Builder Verification (Given to owner Mail to owner �. .. :��".�. 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 and frontage requirements. ............. !,. 31.' Existing violations/expired permits. ` 32. Plan checklist ..................................................... . 33. 34. W e ou.issue the§V/k, p q s as follows: ,�! Mail to oyyner. V Mail to contractor. Telephone �"J( / `� and hold for pickup at office Deliver with inspector. Other Parcel Creation Acreage Appli nt Date Copy of-Haz-Mat formsent. . Health Dept. Fire �. Air Pollution Date Copy of plans sent`_ � ` Health Dept. Fire Dept. Other Date By The following data must be submitted 'prior to permit issuance: (Circle new item not checked above). -1. Index,p: rmit for above items No. 2. Additional items required: 'Contractor,,, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date .. - Contractor, designer, owner, was advised of above required data by _phone _mail Counter by _Date Plans checked by Date Plans approved by (� f laN �_ Date Co -2/ 9G Sets of plans on hold in File cabinet _ AP folder Copy - Department of Public Works .._, Irv. USE ONLY Plot Pbu Attached Pbw Plan Ansched Sort to B.D. — / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ��� C SG a i,,/ Ovmer Location' AP# Pkv Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Other " Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist . Date Z r :RESIDENTIAL S A -'0-58--l-6- 0---141 PERMIT#96-0441 YOUNG, Larry la33� Concow Rd., Oroville Cont: Steve Orsillo Const. New Single Family t � ' A r I A i.. �'like> 01� OFFICE COPY ;. Address GAS Date ' Meter By IC Mee�rBy —' i JOB FINALED (Date) s Signature �V V=OK O = Not OK MOBILE IYIOBILE HOMES "Date MOBILE HOME UTILITIES (Plans) OK except #'s 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-DepthSpacing-Connectors-Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Water, Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Pasts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap; / /°L'ft. ; / /Nat. or/ PIL It./ /LPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector' 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -lining 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged 5. Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 11. Cert of Occupancy 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lght-q. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS �' 4 Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Pasts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lght-q. 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 O = Not OK Not Applicable NuSS Ready RESIDENTIAL (Single & Duplex) - � Date UNO LOOR (Plans) OK except If's Date FRAMING (Continued)- oni etbacks-Easements-Flood-Slope Main; Soils-Elec. Grnd./�/' Ftg. Depth ------ 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth ------ 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth �G 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Bfockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Pie rs-Firep tg.-S 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. OF Gas Pipe; Size -Anchors - yard gas piping: size -test Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. rders-Sills-Anchor Bolts -Joists -Vents -Cripples ZW-Access & Ventilation 16. Insulation DateCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUM G (Permit) OK except n's Water Htr.: Vent -Access -Combustion Air -Baffle W ter Pipe; Test & Anchor -Nail Protection --------- - ------------------------------ --------------- - D.W.V.; Test -Fittings— -- & Anchor -Nail----- Protection ]Shower Pan; Test, First Floor -Tub Access — - - - 20. Te & Tub Shower. Second Floor -Tub Access -as --- - - ------ Gas Pipe: Size & Anchors -------------------------------------------------------------------------------- Date Card B -i - Date - Card B:1 ----------------------- ----- "---------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's Fixture & Transformer Clearance -Ins. Protection --------------------- ------------------------ - ------------------- - 2�Elec_Receptacles Spacing -Lights & Switches at Doors --------- --------------------------------------------- --------- ---------- (y". ize xes & No. of Conductors -Stapled ------------------------ - ---------- --- --- -- ex Installed Close to Edge of Studs & C.J. --------- R------ ---------------- -------------------- ------------ -- - 7=0 Equip. Ground made up wrMech. Fastners-Bond Gas & Water - ----------------------------- 7. 2 Appliance Circuts in. Kitchen & Conductor Size,GFI ------------------------------------------------------ ----------------....... ... .. 22. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size - r ga Cu or Al ------------------ .. 29. Range Circ ga. Cu o Oven Circ. Cu or Al. Insulated Neal Yes --- Service-Riser Conductors & Ground -Main Disconnect -------------------------------------.....----......_.._ ....... ....... .. 31. Equip. Clearances Panel s- Equip. -------------- --- - - - - 32. lothes Closet Light -Shower Light -Spa Light 3. Smoke Detector ------------------------ ----- .11- ..-- ------. -- ... ... ....... Date - Card B-1Date Card B-1 --------------- ..._..._..............--- ------ Date 7}�%(, Card B -t /�j Date Card B-1 Date MECHANICAL (Permit) OK except a's A.C. Ducts Insulation & Support 3 ent Fan: Exhaust above insulaiton 418 Condensate Dram & Overflow: Size & Grade �i7 urnance-Vent: Access -Comb. Air -Return Air Vent -115 Outlet ❑,' attic Access & Platform if Furnance in Attic _._. ........... . ------------- ... ... ... . . .. .. .. ........ .. Date Card B-1 Date Card B -t Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except a's t2gils. Proper Material & Anchors 411/ W IIs Studs-Nad au ng. Spacing & Brang-Plates-Sond Vng Walls over Girders & Floor Nailing Stop inWalls(rat proof)tops: Furred Ceilings -Stairs -Chases -Tub L; Pleaders & Beam -Size & Bearing !rs-Post Caps -Anchors -Connectors Joist-Rftr. ties-Purlin-roof Brac-Ti Fireplace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions tarage Fire Protection Framing 2?=V- --------------------------------- ,5I_Propertp> Line Firewall & Openings ----------------------------------- ------------ - L5_2!€xt. Doors -One -Check Garage -3rd Story, 2 Exits -- -- 3'----- - -- Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers t ----- ----- 55_Siding-N_aili g Veneer 6. Stucc esh-Dri creed -Fd. Vents-Underflr. Access - Glazing Area -Gras rotection- kylights-Plastic 6A-151hear Walls: Nailin B �Iy 59. Insulation -W eilings ------------ ------------------------- 60. Infiltration -Walls -Windows -- ---- ---- -----..---------------------------- Date � L Card B-1 }{ Date Card B-1 .. - � ---q F------------ �t�-------- Date � c7 �q� Card B-1 IZ/� Date Card B-1 Date FINA tans) OK except a's Ext. Steps -Door & Sidelight Protection -Landings —_ �Qur Detector e: Vents -Clearance -Comb. Air-Connector- Inarage: Above Floor-Ducts-Mech. Protection -------- - - - - — 6 - -- edr --Exiting - -- --- - r - ---- --------- ------------- 6 ------ --- F. -- --- - Bath Fixtures &Tub Access -Spa - --- - le rim & Subpanel: Breaker Sizes & Labels 6 to & Rails C, F mace or Stove: Clearances -Hearth Ele utlets at Wood Panel: Int. & Ext. Kit. . & Appliance: Grnd.-Air Gap -Cooking Clearance _ ...... _.----------------------------------- -- Elec. Outlets & Receptacles at Kit. Counter ara_ge Fire -Door: Swing -Landing -Closer — uct in Garage -Damper .. _ ... ...... _ _... - . --------------------------- 7 tr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In G ge: Above Floor -Meeh. Protection -- Ib. c. & Mech. Equip. Listed for Location Elec ceptacles in Garage: (G.F.I.)-Romex Protection - - - — — nsu n- Foam- Looked in Attic ----0 Yes--- ----- uard Rails & Deck Construction -Post Caps _-- WI -Hole Door -Drainage & Wood -Earth Clearance Looked under Floor - ❑ Yes- -- 80. Following instldj Drive es No: Walks es No: Pla rs0 Yes X o --- .----- -- - -- - t rown-Finish --------------- A C nii: Disconnect. Electrical Plumbing ------------------ - ---------------------------- ----- -- ----- d encs Above Roof. Plbg.-Appliance-Fireplace.-Clearance to Openings ----------------------------- ----------- 84 --------------------------------------84 Wa r W..ell:. D.isconnect. Electrical, Plumbing .. Exterior Elec. Trim: G.F.I. Receptacle -Underground .. ----. - ----- ------------------------------- Ventilation Throughout House . .. .--- --- ------------------ -------------- 87 lass Protection - - - - ---------------- -- --------- Co s 'rom Previous Inspections --- - -- --------------- Test-Meters Tagged: Gas -Electric . ._. . .. ...__...--------------------------------------- Water & Sewer Connected -C/O to Grade -HD Approval _ ..------------ ------------------ 9 Energy Compliance Certificate -Other Certificates --- --- ----------------------------------------- - - -- -- -- --------------------- Da ard B-1� DateCard B -------------- - ---- - ------ Date% - Card B-1 t�Date - ---Card B_1 Dae Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT O� DEVELOPMENT SERVICES -BUILDING DIVISION ,> 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERM( APPLICATION AND PERMIT q6 -0q ASSESSOR PARCEL NUMBER 58-160-141 ZONING BUILDING PERMIT OWNER LARRY YOUNG TELEPHONE 438-0123 SO, FT, OCC. BUILDING VALUATION 2772 2 r 14 688.00 OWNERS MAILING ADDRESS 44232 LUPINE PL FREMONT, 735 u 13 230.00 CONTRACTOR'S NAME STEVE ORSILLO CONST. TELEPHONE 532-1131 672 C 8,736.00 CONTRACTORS MAILING ADDRESS T Fireplace 11 n 1,500.00 CONSTRUCTION LENDERUNIQJOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS UNKNOWN Permit Fee $ ARCHITECT OR ENGINEER MICT '-' LICENSE NO. Plan Checking Fee $ 984-9n Energy Plan Checking Fee $ 23-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS CONCOW RD PERMITFEE $ OROVILLE PLUMBING PERMIT Filing Fee 20.00 Each Trap 111 7.00 LAT NO. SUBDNISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 is nn TYPE OF WORK New T Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 RED.Rn0Lv11 3 RATT-I Mobile Home I S I GI W 1 920.00 PERMITFEE g 157 00 Contractor ELECTRICAL PERMIT Filina Fee 20.'00 Main Service600v OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in ull force and effect. 543 / License Class Lic. No. l� OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADDNS. 8 ACC. BLDS. ( ) SO. 3.50-- 12275 .50FT.NEW NEWCONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES) 20 Q° 1.00 BAL .SO Ex. Occup. (OUITLETS (R SESE R. OR ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 165.75 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' comppe""nsatiocn insurance carrier and policy number are: Carrier �ll.tyyt CGifA .4" a, MECHANICAL PERMIT Filing 9 Fee 20.00 Heating 2 3Q • Q Cooling 2 30.0 d Hoo 6.50 .5 Ventilation 4 4.50 18.00 PERMITFEE $ 104.50 Contractor Policy Number 1(jW0 15/-7- ?_!Fr -025 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall co ly with those provisions. _ ate 3--c / C0 X__?*d SipplicaOwner ❑ ContractorAgent Xature An OSHA permit is req excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ 46.00 OCC r3 CONST. TYPE vn TOTAL FEE $ JK8.75 I HAZ. I D. FEES Y FLOOp Y/ cDF ARc PD HO Su This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have B y , PERMITEXPIRESON I I app (cable provisions Resolutions to do work been paid. Date (Date) Receipt No. 194621 - 666.55 -� .a0 '�/lv WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -AP (CANT -,! OUNTY OF BUTTE - DEPARTMENT OF DEV8LOPMENT SERVICES - BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT % ASSESSOR PARCEL NUMBERZONING �o�- ( 'TP 16,o BUILDING PERMIT OWNER LO�r/ LA—Ar�1 TELEPHONE "&L SO. FT. OCC. VALUATION /BUILDING 77 ' %7 OWNER'S MAILING ADORES :Z z kA jl & CONTRACTOR'S NAME TELEPHONE 'f_eVe_ Or C0 S3L ll3( CONTRACTOR'S MAILING Aooa0 /",/"-- W D l0 Fireplace CONSTRGU�./O'N LENDER � �`e_ [ii S �` ' �f DN�� UN"OWN Total Valuation $ Filing Fee $ 2 0. 0 LENDER'S MAILING ADDRESS Permit Fee $ AgCHITEC OR ENGI EEA i • 1+-d- �`� e_ LICENSE NO. Plan Checking Fee J . Q'7$ (� "3 5 5 Energy Plan Checking Fee $ &_0 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS _ NCtoPLUMBING PERMITFEE $ PERMIT Filing Fee 20.00 ocoo i \ Each Trap /( 7.00 770-c, LOT NO. SUBDMIS IONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping p P g 15.00 SC10 USEOFSTRUCTURE SF t" Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 0"'0 Gas piping system 1 - 5 outlets 1 5.00 Building sewer 15.00 �� TYPE OF WORK New Q Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Bp 3 — Mobile Home S G W' 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filinq Fee 20.00 OOOV OR LES _ �` Main Service (23.00 zooA oR LE � V 3 0.0 Main Service ( 200A To 1000A ) I 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. _ OR ADONS. ( a ACC. BLDS. ) SO. 3.5¢ FT: NEW CONST.MULTI-OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER SINGLE APPARATUS ) 8 OLRLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL (d .50 Ex. Occup. (oFIXEEDTs (REso.OR ) 5.00 Temporary Service 23.00 Mobile Home Facilities _ 20.00 Misc. Wiring 23.00 PERMITFEE $ .• ,j ContractorS 16"MECHANICAL WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier PERMIT Filing Fee 20.00 9 Heating 60 Cooling[s-� Hood 6.50 p _ Ventilation PERMITFEES '/,5 p yip `1 I�7' �-- Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Feer*q )' (yam !! F+-' CONSVTVPE TOTAL FEE $ HA Z. I D. FEES P LOO CD C , PD D SUE _ This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date _ ,n...,., receiptNo.7 �j�%(�C�� S .,,r- n .. _ .� ,., .. ..eeec �.XO- ,.,v_: r,c oerrn❑ r ii nenonn.nooi ireniT f� COUNTYOF BUTTE - DEPARTMENTOFDEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER k0 -1t 14 LI 9 Proposed Building Use New Building Inspector A. P. No.S5g- 14, O - l L/ P-4, Date 3-q-.96 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY All items have been submitted . ........................................ Plot plans, 3/4 sets, signed by preparer of plans........... ............. 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . /' 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobileho t and ma u t er's tallation instructions, 2 sets. ........ . Fees of $ .. ................... - 11. Impact fees as shown on attached schedule. �..... . 12. California Department of Forestry plan approva fee>. ..... ��y�?% ........ �13. Flood elevation letter (100 year floo.�i�oby Ftjlifor ' ineer. .................. 14. Sanitation and plot plan approval QQ ii -e- Health Department. E - _ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 7. Planning approval for (A) Use: (B) Parking: . ......... 8. Contact Land Development about (A) Improvements (B) Drainage. ......... 1 9. Driveway permit (construction approval required prior to occupancy). .. ... L Pre -inspection for required. Pre -Inspection requ - - to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... iij24. . Owner -Builder Verification (Given to owner ,Mail to owner _). .........:: Recorded copy of Agricultural Acknowledgement Statement . ............... . . 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 and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ................................................ -.... ! 33. 34. When you issue the p �niti .process as follows: Mail ts� owner. Mail to contractor. ✓ Telephone 5d- 3 and hold for pickup at (� �i �� office. Deliver with inspector. Other Parcel Creation y-, 7!�, Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date- Copy ateCopy of plans sent Health Dept. . Fire Dept. Other Date By The following data must be submitted prior to p t issuanc : , ircle ne m not 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was a vised of above required data by _ phone _ mail Counter by _ Date Plans checked by Datja� Plans approved by 6r2vL Dat k- -?.G Sets of plans on hold in File cabinet AP folder �� ,q NS�n LI <T1�*� & Copy - Department of Public Works lC-tT�l' pC cL/ E.H. USE ONLY ti. Pint Plan Amchod -� Fla" Plan Anachad n 1 Smt to B.D. b TO: Building Departmenti+` FROM: Environmental Health SUBJECT: Sanitation Clearance L A"Y I-(-34 L 'f OLL A)CR DQE Cdr 14� Owner Location Plan Approved for: Sewage Disposal (// Water Supply: Public _ Clearance for 3 bedroom ljo � ther final for: clearance O.K. for: Environmental 8/92 AP# Private Well AP Date .✓ t Lj f. _, , �,% f J �� � .� � � r ,.,� ., , a ' �: y�+ v ...,.. ,' 3 � .�:� : {�i � 3�' . s i , •-f , �, . �F � i e � lh l- j� r— . 1 � i '� 1 � l , � i .h__. � � �.„ r � a . �J %� ' `\ 1` r� ` - ~�. .5sa { ,` � �' r !\ � � :� V r } ,�f1 % � /, '� � � � 7 ' _ t� f � Iy �/ c i� � ' , _ �, � ' '' t � } ' �� • 4 �/� �a `� ti f}�" ' p a H {:�1 � � 1. �'f Y l % i ': �,. � �� ; ; /� . ��,`. " ` , J.�•" t �� i El COUNTY OF. BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 A.P. #59 -ILD- I q v j PROPOSED BUILDING USE iV GAJ DATE REC: # DATE REC 1. SCHOOL DISTRICT FEES 010 V i - (paid at District Office) 2. SHERIFF FEES (paid at Building. Division) --- Residential.... -... - r x N.6 . =$ 3.6 unit amt. Commercial (sq.ft.). x _$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x _$ #units amt. Commercial (sq.ft.). x _$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ' 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) SRA FIRElINSPECTIONNAAND -PLAN CHECK $89.00 (paid at..Building-Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9, OTHER I � `1G21 Y49�6 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. •-..I�"'•r!�'T,•i}.'"..�n'Y'��:rMly^' .". •9C 'I ��r Ht ..T 4 i,,' f �: .f' `'f�v '^ '"s... 'fir ati ,1tiw• iv-Ka•vy ,.., , � a. '11 0�.drcw:ilx BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM, (One Form Per Building) �u\�- vv4D School District ©CO V A kk;2- 15;, k Building Department No. A.P. Number $— (�, — (L�_ . Jurisdiction: City [J County t Property Owner_ Property Location/Address ...... C� �c o %� of D v i� ..n Subdivison Residential Development Commeal/Industrial " M Building Department Repre t I No. of Living MHI Units Grict Id ntifica�i �Vo. 9 .6 ®11 I u . , New District certifies Lot No. Sq. Footage 2.'7 '7 �— Addition (Group R) Sq. Footage Addition (Including Exterior Roofed Areas) 3-q Date J & treet Addre hone Number) (City) (State) _ (Zip Code) . has complied with the requirements of Resolution No. ��� 9� by payment of $4767, representing square feet. AB 2926� $ ` FULL MITIGATIO School District Represent6tive Date Paid by Check # Bank Number Paid by Cash Remarks: J 0. If, subsequent to the School District Representative signing thisrButte County'Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act.(CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wkl (11/94)dmm M. TO:. Building.Department FROM: Encroachment Permit Section RE: 'Driveway Clearance owner location AP # Driveway permit A69 ��55����/ )'s8� has been issued for the above property. sign re date And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 APR 091996 96-012964 J AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals. including. but not limited to herbicides. pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke. noise. and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real propcm. situate in the Count}of Butte. State of California. described as follows: The southeast quarter of section 16, township 22 north, range 4 eas.t, M.D.B. & M. Excepting therefrom that portion described in deed to Butte County, dated December 18, 1967, recorded January 23, 1968, in book 1502, page 458, official records. Date: :2, �J + PROPS OWNERS: State of California ) County of Ck V ,e .Gt 0— ) �Ic' % V1/1 . (". 1 On Ci✓G�. � before me, �►'1p'�- 4'U��� 1,'� ' In.O `Cc- ✓l4 0i3 personally appeared �— -A (- bL--)nC-� 6i h ed lc",)CA ICS. Q �0 Ut/)!�d — personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s)*/arc subscribed to the within instrument and acknowledged to me that-Wsre/they executed the same in hig+er/their authorized capacity(ies), and that by bilker/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official JENNEITE M. CROVELLA Z COMM. i 1050619 Z Z ''� . , Notary Publlc — Califomla D Signatur A, LkLd-.-IL . Seal: z �. AIAMEDACOUNTY My Comm. Expires JAN 29,1999 •k.P.# 0 S-8-/&0-<4?/ ;MISCELLANEOUS ITEMS TO LOOK OUT FOR: a, Stairway details: landings, rise and run, head cldarance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. - Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. _C.D.F. responsible area requirements. Oaf T -j -j-- 3S a IM JANUARY 1996 3.3 /1 RESIDENTIAL PLAN CHECKING GUIDE � SINGLE FAMILY, DUPLEX AND NUSCELLANEOUS ONLY OWNER: BUILDINGPERMITNUNIBER: eY PLAN CHECKER: OiS A P. NUMBER: GE RAL: Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). iVlinimum of one 3'0" exterior door (Section 1.004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspectiod requirements. JANUARY 1996 3.2 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 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 NER 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 ,eted. If you have any questions pertaining to this matter, or need additional explanation,recmepja.ntact this immediayy. office M2 Date Inspector REV 1d942/ 7 G" ti -1-,'e COUNTY OF BUTTE BUILDING DIVISION "b - DEPARTMENT OF DEVELOPMENT SERVICES A 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-75419. 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE A C,-1- ovEr r PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at zz. the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. A j e- e e,04 rat z, V Y. REV 10/92 COUNTY OF BUTTE 1 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 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 PERMIT Aboutine inspection indicates that the following violations of Butte County Ordinances exist at k the abov address 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, 9' plea contact this office immediately. Z� ..moi Inspector (� _.... t: ;; I+ ?' t } I (' is '1' �.i. O N Y _ 1.UGA'1' 101i 7, hcretiy cortuy tlint the a11ovq-: X1101 �:1 LI<}1? p!l3 �.;15��:11t it in c()rl!'oi nar►ce wits, the Stetrr of californi•a Eno --V 1taqui.reracat:s. I t.gc3t:10E Z:;stt1, ]tic . CLT n �_. -----• — _---.V__�M -- - ; FIRM NMIE/01.111'1t Si'l�J:i's CO'd'1'2.%"'Lt}f:`S L]Gi?r15L; 1IO. i SIGNATURE 01' us,rnLT./t.TION APPLICA10V I hereby certify the above illsttlatiol? ar;:i ail rQgU1.L'e:i _ULI I 3luildint; Del:; 1 -r, �:.-". 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'(OV- ev OUsAEZIIQ-m, 9 ELC RL60 U � � = (42-+-4) l t'B1 w Wu�l,� 4-S RC2 x Yo I- . W waA tkj "d Lo,ho m 6 GG�� Gt1► w� , G1.1 ���!-- l l,�a x � .`1 s �-- -z... 45 � D(' � `��' = l 13 ��� �� IAriJA-tk 2 �� .�� Y, 4-77S .o An , ____________________________________________________________ ' GENERAL TIMBER BEAM ANALYSIS & DESIGN Page ifif, ---------------- - ----------------------------------- ------- WZ77 DESCRIPTION SeismicD TIMBER SECTION .:..:)ASj:N DATA LAMINATION THICKNESS 1.5 in .ELASTIC MODULUS =1800n) psi 3=Fix/Pin, 4=Pin, FQ. ' ocm, uc,voI/, = 5=Fim/Free ---------- SPAN DATA - --- --- CENTER SPAN 33 Le = LEFT CANTILEVER ft Le* = RIGHT CANTILEVER 12 ft Le : RIGHT CINT. = - ^y ----------------------��------ APPLIXD LOADS ----�---------------------- ^ ........ Use '-' distances ^ for left cantilever ! ^^^^^^~''^' @ C ............... Trapezoidal ...........,..... ---- L ad @ Left = plf @ Left : D @ Right= plf \ Dead plf Live @ Left = plf Live @Right= plf @ Right ..X-Left= ft Dead ..X-Righ' = ft Live� Co plf .. ........ ... ncentrated ............................ ..�l��-..#2.. ..#3.. ..#4.. ..#5.. ..#6.. ..#7.. ..#8.. Dead = lbs Live = lbs Dist. = ft .^.................'........ Applied Moments .......................... ..#1.. ..#2.. ..#3.. ..#4.. ..#5.. ..#6.. ..#7.. ..#8.. Dead in-# Live = ' in-# Dist = ft |---------------------------- SUMMARY | USING; N/A Reactionso Dead Max.| Max. M+@ 14.6 ft = 10.7243 f0k | Max. M-@ 33.0 ft = -6.12 ft-k Right 2.86 2.86 k | Max @ Left = ft-k D | Max @ Right = -6.12 ft-k Center. = in | | Max. Allow Moment = ft-k ... L/Defl.= | _ | ...Dist. ft | | fb : Maxj Actual = psi Left = . in | | Fb : Allowable psi ...L/Defl.= � | fv : Max. Actual = psi Right = *******in | 1 Fv : Allowable = psi ...L/Defl.= 1 | 1 Max. Shear @ Left = k | | Max. Shear @ Right = k ^ Ck = .811(E/Fb)^.5= | r, Sxx - Supplied = ' in^3 Cs = (LeD/B^2)^.5 = | | Area Supplied = in^2 Cf = (12/0^.111 = | �___________________ ____-______________________________________________� ------ REQUIRED Sxx & Area ------ ------- ALLOWABLE STRESSES ------ ' __________________________________-________________________ GENERAL TIMBER BEAM ANALYSIS & DESIGN Page __________________________________________________------- _------------ t;X,� DESCRIPTION .144 >�����\w-� > �wv~w�� . ------ 7--- BEAM DATA - DESIGN DATA --- TIMBER SECTION =---- LOAD DURATION FACTOR= I BEAM WIDTH n BEAM DEPTH = n LAMINATION THICKNESS =1.5 in 1800 Fb - BENDING ' = --- Fv - SHEAR = < 'Fc � BEARING = ELASTIC MODULUS = BEAM DENSITY = ---------- SPAN DATA --- -- LENG -------- "'At CENTER = 33 ft : CENTER=ft LEFT CANTILBVER = ft : LEFT = ~* "� ~�^ RIGHT CANTILEVER = �' 12 ft n -e : RIGHT CA/1n � . ------------------------------ APPLIED LOADS ---------------------- ------ ........ Use '-' distahces for left cantilever ! ......Uniform........ @ Center: . . . . . . . —4 .. . . . . . . . Trapezoidal . . . . . . . . . . . .. . . . . Dead = Live = Dead @ Left = ' lf :!?yj p @ Left Cant: @ Right= plf Dead = plf Live @ Left = plf Live = lf. @ Right= plf @ Right Ca ...X -Left ft Dead ft Live ........................... Concentrated ............................ . .#1. . . .#2. . . .#3. . —04.. . . .#5. . . . .6. . ..#7.. . . .#8. . Dead = ' lbs Live = lbs Dist. s . = � ft ........................... Applied Moments .................,........ Dead = in-# in -# Di t � s = ft �---------------------------- SUMMARY -------------------------------| | USING: N/A . | | | | Max. M+@ 15.0 ft = 19.1164 ft -k Left 2.54 2.54 k| | Max. M-@ 33.0 ft = -8.136 ft -k Right 4.39 4.39 k| | Max @ Left = ft -k De | | Max @ Right = -8.136 ft -k Center. = in | F Max. Allow Mdment = ft -k . . .L/Defl .= | | ...Dist. = ft � | fb : Max; Actual psi Left = in | | F Allowable ' = psi . . .L/Defl .= � | fv : Max. Actual = psi Right' = *******in � 1 Fv :Allowable = psi ...L/Defl.= 1 Max. Shear @ Left = k' | | Max. Shear @ Right = k Ck = .81i(E/Fb)^.5= | | Sxx - Supplied = -` in^3 Cs = (LeD/B^2)^.5 = | | Area Supplied A: in^2 Cf = (12/0^.111 = | |___________ ___________________________________________________________| ------ REQUIRED Sxx & Area ------ ------- ALLOWABLE STRESSES ------ Vcw-tiG/Oa�LLW , u,1 l.TK I) e Q �cc. i 32rJ %s t X c9- - - ice - UV L�--Vb R -N (NCC. q -v Gs -Z 22eb N,:s LULUA lzt�cd�' �,1a9.Q 2 i a.wv- L l"O 1a-6 fel c 29 3 x 2!OD KS 203 X 25 2 -- -17 '29L PfbLo v"Yj 2ODC T -' ►l� Il-- lh� Cka�coF t wwa..0 2. 2UJ ILS .) , TL -a- 2 -LLC, Lh to oW Li O -Q O '77- �uM Ps aua - W T Z2 ILA Naves I.V�A Pa S . .zg UVJ, c am. t LG -Z 3/444 PL4WUCYO 2x to' e l('cc- LL = 4-0 �0514 Z 14442 W W --a- v -L\ ��,s 1k. �s�.►w� ,C�a�.c.� �2. '1/^�w Q � 12_.oc X21 � s ��-I,�Z.Id�� cm— V aav->, 4 > V 12A�2 �2 c�a �4 -57) T U�Q U.0 -Q- 'leu fLgUJ U`D W Iq 4�E ,Q, 12kc c Ri D cskJ 2K f IL A—M � G G l.O K 12� C-3)Ind DIS strz 2oc icy 2u2 '% m- 1�3� CI 1 Pt-:�z &ccV- = � Ls h(,4 = 37S ILA- cel- . G�Z l� CSV �i2dv R,�� 4NG —l'( -jinn lNs�o� Is����16 cso�'i '6�z D D� StR 4) L L -J r� WL rz 4� PL J 32r--7 k14- PL- (A)it [,s Rsb,(L d- nom+-tu l 2 kK l fi - IZX 1( �--7 cCl2+- Q� OU8 Uel 3�� lq l i[A 4-844-M. + ii�t �, (oX �ICJAb2'2 IL9 F NaT Z2-. VSO z= 3Z-7 X, LA. oC B K l ,l�; + l(ogS K4 1- aGK t(Aa-2- 1--11 T�- 2 l o a ilzs Ism pr�m�,� Quo'1T 22 uaG 33% Is. `TT2.2C-,3ZT.�OkE C,S, -- 33%- K(,o -5-LK6a 2. TL 45z 7.of ray Sx l.S VA3K (o — 5,L (!v Y6 d2) o TL 528 lk—JEW06W&L ke-hill,"Ro z I�r .�_ -7)(i2i-LK2( +- 8X1 = 33�II�sIF� -!L' M o =-3. 7W, 3.42x.6►c1S— 1,-)3S,K?x42�-3�� aC3.�2) a2 rro sA -TL--z 16S 4 7/6'4 A -LC Tkt2:19 W I% IS� mRRJ 8,42' K DSA taL A � K 3.42 —2M K(3.( -t2)"7 -JZ. 1Dc►J ��,�. ld--iT22- SSrte- -C- Ar -42 2 Vsins /W Q",�, ttea uj IT* de- (4-0-9- 'StM k-)S4W} Grlr %//F 6 /0. YWU6/d)nao t YZZ PL Pa, zc(a �►� �WI�20 2-�2� DC g3 �C�oCI.�--'?s.�noC�� fi33�oC 2.S'�v2 T2z 19 IG-S If)sk N GSL 2K TL-2- 2�� l ILs w.TT-2`t 'o1- ,AJC.Ik[� 2 G�- W 2 4-)(-3qA ► 3 �4 (/ 2 VSe7 I Ls / yz')O lk� �A o -T&IHnV�ka kb Y-lt,�C 56 O`8\ j�(kttLS YU►jx-IL /Ona -o �z LIZ OemW U e. 2t.0 Lk -q-- st n� cam` a&. - S-�t i� I'=. 221L 1I5. lob . �1L12 ha- dotal. U2 Ll L 1�1,(.c�► = I`� ��s � 1��� < <��f � 133 Cis a� 12L ��� 6x f i�-►.mss , - 11 \&Q gaz; 2'lz.c2'I1—� Ilr,.)^1v x r.�2s 3-7 Sl I67 al �cw-\n �Juen 'Yz--7 V-Ikv. SIWd Tb ftf-, Cil kon SI.kt? U 2—S 4 v1t(5- Ads Aoi,2;e (4.st4�) 1O5 & A YbUNC. /02SLLLc:� R�r 4. kk? 2 241 .n� �2 D. V -1k, '�, I. aqwuvb Ci -i 1.W, k) e EN O. -d -.1. ©, 2--nV- Ik C)- G4&e O✓j;�-R fdQrlN C, v.►�.Q x 1� qOC t6'5`A . Wal2J 'R) 415K IL) Z 15DWk� PL = 3/DC-- 225 IL-6 PZ Kik 1Q tI,K -222di L�waG( !z AL—,g=— 182bCt� oC7 DC I -i 22SX^1 -F- 2 K 49 GZ + —T'2149 L R+ T T 22 W iqlA PL P� _ Wrol2 PL2�2�1�s. �a + nT& '1 To -- l0�51�-) 1,60 awrJ 46T A 6utVtt?O `7L-2. _ i LoLo lbl0 0 &W Ma- (r MUUI 10 l ' ��-u.�.v C �`�� l�� LCA- . � IA,w - N"cyl - . RET hi \-A I Nn . W AIL e U.11M a LkJ kU-, L oC B 128 L5 n� FL-wyi 2161L+( Iv = --7 I[:;;s nL l6lzm*40 32 -1� La u. Cm u Sum Z I S8 V, 1/1 (ZZ So�- � Nztx) 'EP P - f1 -LC 1l 2 LA -,r .9(L.& 2 C 14�5 k27 sc:) l ---------------------------------------------- __________________________ . RETAINING WALL DESIGN Page \ / --------------------------------------------------------- ------�-------- DESCRIPTION >> ` y >> ---------- SOIL DATA ------------ --------- VERTICAL LOADS --------- ALLOWABLE BEARING = 1,500 psi AXIAL DL ON STEM = 171 plf ACTIVE LATERAL = 30.8 pcf AXIAL-LL ON STEM = 60 plf .....MAX PRESS. = ' pcf ...ECC(Toward Toe='+')= in .....SLOPE PRESS. = pcf BACKFILL SLOPE = :1 SURCHARGE OVER TOE = psi (horiz:vert,0=Level) SURCHARGE OVER HEEL = 50 psi PASSIVE PRESS. . = � 200 pcf ...RESISTS OVERTURNING ? SOIL DENSITY = 100 pcf Toe : Y y/n SOIL HT OVER TOE = in Heel : Y y/n --------- LATERAL LOADS --------- ---- _-- ADJACENT FOOTING --------- LATERAL LOAD ACTING ON ' VERTICAL LOAD = lbs -STEM`ABOVE SOIL = psi LOAD ECCENTRICITY = in FOOTING WIDTH = . ft ADD'L LATERAL LOAD = plf FTG. CL TO WALL = ft TOP OF FTG TO START­ it VERT. POSITION OF FTG. TOP OFFTG TO END = it ...Above/Below:[+/-]= it SPREAD FOOTING ? Y y/n -------------------------- WALL & FOOTING DATA ------------------------- RETAINED HEIGHT = 8.32 it TOE WIDTH = 1.5 ft WALL HT. ABOVE SOIL = 0.83 it HEEL WIDTH = 3.75 it KEY DEPTH = in Total Width = 5.25 it KEY WIDTH = in KEY DIST TO TOE = ft THICKNESS = 16 in |----------------------------- SUMMARY --------------------------------| | Pressure @ Toe = 1,514 psf Factors f Safety:: ~�- | Pressure @ Heel = 240 psi | Allowable Press. = 1,500 psf Sliding 1. 5 | Ecc. of resultant 7.62 in | Soil Pressure Exceeds Allowable --->>Sliding Ratio < 1.5 | Max. Shear @ Toe = 5.40 psi Allow. Ftg Shear = 85.00 psi! | Max Shear @ Heel = -10.10 psi ' | |--------------------- 7---------------------------------- _------------- ------ SLIDING CHECK ---7-- Lateral Pressure = 1,543 lbs FTG/SOIL FRICTION = 0.35 - Passive Pressure = 178 lbs SOIL TO NEGLECT = in - Friction = 1,590 lbs Factor of Safety = 1�15 ------ Add'l Force Required = lbs -----------------=-------- FOOTING DESIGN ------------------------------ Soil Press. Mult. ---Toe-- --Heel-- f'c = 2,500 psi By ACI Eq. 9-1 psi= 2,125 337 Fy = 40,000 psi Mu - Upward ft-#= 2,199 Min. As Percent = 0.0014 Mu - Downward ft-#= 315 5,728 OMIT SP UNDER HEEL? Y y/n Mu - Design ft-#= 1,884 (5,728) --------- Rebar Choices -------- One-Way Shear: -- Toe -- -- Heel -- Actual psi= 5.4 10.1 # 4 @ 11.43 in o.c 1 Allowable psi= 85.0 85.0 1 5 @ 17.71 " ' Cover over Reba& in= 3.50 3.50 # 6 @ 25.14 " 25. 14 'd' ` in= 12.50 12.50 # 7 @ 34.29' " 34.29 Ru = Mu/bd^2 psi� 13.4 40.7 # 8 @ 45.14 " 45.14 ' # 9 @ 48.00 � " 48.00 #10 @ 48.00 " 48.00 , 4*11 @ 48.00 48.00 --------------------------- STEM DESIGN --------------------------------- < ----------- Stem Sections -------------> Too . . . . . . . . . . . . .Bottom ________________________________________________________________________ ^ RETAINING WALL DESIGN | � ------------------ _------------------------------------------------------- t7- : 1:Mas,2:Conc,3Not Used : 1 1 1 1 1 DESIGN HEIGHT ABOVE FTG. = 6 4 2 '1 ft REBAR, 0:Cntr,1:Edge ? 1 1 1 1 1 'd' FOR DESIGN = . 5.25 5.25 9.00 9.00 9.00 .DESIGN DATA........................:...................,,.~......... THICKNESS (nominal) = 8 8 12 12 12 in ^ REBAR SIZE # 4 4 4 6 6 REBAR SPACING ' = 16 16 16 8 8 in Lateral Load @ Section = 116 345 694 914 1,163 It Moment .... Actual = 103 543 1,562 2,363 3,399 ft-# Moment.... Allow. � = 905 905 2,164 3,660 3,660 ft-If Shear ..... Actual = 1.3 3.8 5.0 6.6 8.4 psi Shear ..... Allow. = 19.4 19.4 19.4 19.4 19.4 psi ....Interaction Result 0.149 0.648 0.769 0.700 0.991 Wall Weight = 78.0 78.0 124.0 124.0 124.0 psf n : Modular`Ratio = 25.78 25.78 25.78 25.78 25.78 Rebar Embed Length = 12.00 12.52 20.54 22.26 6.00 in .MASONRY STEM DATA...,........................... ...................... f'm = 1,500 1,500 1,500 1,500 1,500 psi Fs = 24,000 24,000 24,000 24,000 24,000 psi ALL CELLS GROUTED ?y y y y y y/n USE SPECIAL INSP. ? N - N N N N y/n Load Duration Factor = 1.00 1.00 1.00 1.00 1.00 in .CONCRETE STEM DATA .......................... �.......................... f'c _ = 3,000 3,000' 3,000 3,000 3,000 psi Fy = 60,000 60,000 60,000 60,000 60,000,psi ------ SUMMARY OF FORCES & MOMENTS ------------------------------------ <-Overturning Moments-><- Resisting Moments -> of Force: # ft ft-# # ft t-#__Origin ft-it- ______________ _______ ---------------- ActiveSoil Press. = 1542.6 _______ 3.37 ______ 5196.7 _______ -- _______ -- ---------- ______Active -- Soil over Heel = -- -- - 2288.0 3.88 8866 Soil over Toe = -26.7 0.44 =11.85 Sloped Soil @ Heel - Adjacent' Ftg. Load = Surkharge Over Heel = -- -- -- 137.5 3.88 532.81 Surcharge over Toe = . Axial Load on Wall = -- -- 171.0 2.00 342 Load,@ proj. Wall = -- -- -- Averaged Stem Wts. = -- -- -- 897.7 1.93 1728.4 Added Lateral Load = -- -- Footing Weight Weight = -- -- -- 1050.0 2.63 2756.2 Key Weight = -- -- -- Vertical Component of Active Pressure . ________ . Totals =1515.93' _______ 5184.8 _______ 4544.2 _______ 14225. . ___ Resisting Totals Used For Soil Pressure _______ = _______ 4544.2 ------- 14225. (Vert. Component of Active Pressure Removed) ----------------------- STEM VALUE MODIFICATIONS ---------------------- ------------------------- Top Top . . . . . . . .� . . . . .Bottom --------------------------------------- 'N'Multiplier = _____________________________________'N' 750 750 750- 750 750 Center 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Edge 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Wall Wt. Multiplier = ` 1.00 1.00 1.00 1.00 1.00 Type: 1=LtWt,2=MedWt,3=NrmWt: 2 2 2 2 2 (u0 7 p2OL (JLdt,c C 216c So3&4OLt- 457 «(.C/� Lek �6 k2S OL . Rue �xqo (. L soy 2 = ge" va-M-OL It,,f 1 fi VL -+- ��� 4��1 LL, Wax See c�.eEs /4.� zo zi ' ._____________________________________________________-__________________ RETAINlNG WALL DESIGN Page 20 ______________________ _______________________________________ DESCRIPTION >> >> '---------- SOIL DATA ------------ ` --------- VERTICAL LOADS -0------- ALLOWABLE BEARING = 1,500 psf AXIAL DL ON STEM = 759 plf ACTIVE LATERAL = 30.0 pcf AXIAL LL ON STEM = 777 plf .....MAX PRESS. = pcf ...ECC(Toward Toe='+')= in .....SLOPE PRESS. = pcf BACKFILL SLOPE = :1 SURCHARGE OVER TOE = psf (horiz:vprt,0=Level). SURCHARGE OVER HEEL = psf PASSIVE PRESS. = 200 pcf ...RESISTS OVERTURNING ? SOIL DENSITY 100 pcf Toe : Y y/n SOIL HT OVER WE = in Heel : Y y/n --------- LATERAL LOADS --------- ------- ADJACENT FOOTING --------- LATERAL LOAD ACTING ON VERTICAL LOAD = lbs STEM ABOVE SOIL= ps f LOAD ECCENTRICITY = i n FOOTING WIDTH = ft ADD'L LATERAL LOAD = plf FTG. CL TO WALL = ft TOP OF FTG TO START ft VERT. POSITION OF FTG. TOP OF FTG TO END = it ...Above/Below![+/-]= ft SPREAD FOOTING ? Y y/n -------------------------- WALL & FOOTING DATA ------------------------- RETAINED HEIGHT = 6 ft TOE WIDTH = 1.33 ft WALL HT. ABOVE SOIL = 0.5 ft HEEL WIDTH = 1.75 ft KEY DEPTH = in Total Width = ___ 3.08 ft KEY WIDTH = in ^ KEY DIST TO TOE = ft THICKNESS = 12 -in |----------------------------- SUMMARY --------------------------------1 | Pressure @ Toe = 1,536 psf Factors of Safety: | | Pressure @ Heel = | Allowable Press. = 513 1,500 psf psf Overturning = Sliding = 2.61 1.27 � ����� | 'Ecc. of resultant = -3.08 in r |' Soil Pressure Exceeds Allowable --->> Sliding Ratio '< 1.5 PSI | Max. Shear @ Toe = 11.59 psi Allow.` Ftg Shear = 85.00 psi: | Max Shear @ Heel = |__---------- __________________________________________________________| -0.75 psi | ----_- SLIDING CHECK ------ Lateral Pressure = 735 lbs FTG/SOIL FRICTION = 0.`35 - Passiye Pressure = 100 lbs SOIL TO NEGLECT ' = in - Friction = 832 lbs Factor of Safety = 1.27 ------ Add'l Force Required = lbs -------------�------------ FOOTING DESIGN ------------------------------ Soil Press. Mult. ---Toe-- --Heel-- f'c = 2,500 psi 8y ACI Eq. 9-1 psf= 2,264 756 Fy = 40,000 psi Mu - Upward ^ ft-#= 1,810 Min. As Percent = 0.0014 Mu - Downward ft-#= 186 616 OMIT SP UNDER HEEL? Y y/n Mu - Design ft-#= 1,625 (616) --------- Rebar Choices -------- One-Way Shear: -- Toe -- -- Heel -- Actual psi= 11.6 0.7 # 4 @ 16.81 in o.c. 46.81Allowable psi= 85.0 85.0 # 5 @ 26.05 " 26.05 Cover over Rebar in= 3.50 3.50 # 6 @ 36.97 " 36.97 ' ` d' in= 8.50 8.50 # 7 @ 48.00 " 48.00 Ru = Mu/bd^2 psi= 25.0 9.5 # 8 @ 48.00 " 48,00 # 9 @ 48.00" " 48.00 #10 @ 48.00 " 48.00 . #11 @ 48.00 " 48.00 --------------------------- STEM DESIGN ' -------------------------------- <----------- Stem Sections -------------> Tnn ' ' ' ' ' ' ' ' 'Rn++nm wHQQ /rro....... -------------------------------------- � RETAINING WALL DESIGN <-Overturning Moments-><- Resisting Moments -> z__-___________________________________________________________________-_ Force: # ft ft-# # ft ft-# ActiveSoil Press. _______ _______ = 715.0 2.33 ��/ '_' ^ 1:Mas,2:Conc,3:Not Used : 1 1 1 1 1 = -15.0 0.33 DESIGN HEIGHT ABOVE FTG. = 6 4 2 1 'N' Multiplier ' ft REBAR: 0:Cntr,1:Edge ? 1 1 1 1 1 1.00 'd' FOR DESIGN = 5.25 5.25 5.25 5.25 5.25 'Wall Wt. Multiplier .DESIGN DATA.......................,..........,.,..........,.,,,,,.., 1.00 1.00 1.00 THICKNESS (nominal) = S 8 8 8 8 in REGAR_SIZE # 4 4 4 4 5 REBAR SPACING = 16 16 16 16 8 in Lateral Load @ Section = 60 240 375 540 it Moment .... Actual. = 40. 320 625 1,080 ft-# Moment .... Allow. � = 905 905 905 905 1,317 ft-# Shear ..... Actual = 0.7 2.6 4.1 5.9 psi Shear ..... Allow. = 19.4 19.4 19.4 19.4 19.4 psi ....Interaction Result .= 0.115 0.171 0.496 0.943 0.986 Wall Weight � = 78.0 78.0 78.0 78.0 78.0 psf n : Modular Ratio = 25.78 25,78 25.78 25.78 25.78 Rebar Embed Length = 12.00 12.00 12.00 14.41 6.00 in .MASONRY STEM DATA...^...............................................,.. f'm 1,500 1,500 1,500 1,500 1,500 psi Fs = 241000 24,000 24,000 24,000 24,000 psi -ALL.CELLS GROUTED ?y y y y y y/n USE SPECIAL INSP. ? N N N N N y/n Load Duration Factor = 1.00 1.00 1.00 1.00 1.00 in .CONCRETE STEM DATA ...........................................^^^^^^..^^ f'c , = `3,000 3,000 3,000 3,000 3,000 psi Fy = 60,000 60,000 60,000 60,000 60,000 psi ------ SUMMARY OF FORCES & MOMENTS ---,-- --^^ � ..^�^ Adjacent Ftg. Load = Surcharg6Over Heel = -- -- -- Surcharge over Toe = Axial Load on Wall 759.0 Load @ Proj. Wall Averaged Stem Wts. .= -- -- -- 507.0 Added Lateral Load Footing Weight ^ = -- -- -- 462.0 Key Weight = -- -- -- Vertical Component of Active Pressure = -- ' -- -- Totals =. 720 <-Overturning Moments-><- Resisting Moments -> Origin of ________________ Force: # ft ft-# # ft ft-# ActiveSoil Press. _______ _______ = 715.0 2.33 ______ --- _--- _______ -------- ______Active 1715 -- -- Soil over over Heel = -- -- -- 650.0 2.54 1649.9 Soil over Toe = -15.0 0.33 -5 ��""�� �"�� � W��1 . . . . . . ---,-- --^^ � ..^�^ Adjacent Ftg. Load = Surcharg6Over Heel = -- -- -- Surcharge over Toe = Axial Load on Wall 759.0 Load @ Proj. Wall Averaged Stem Wts. .= -- -- -- 507.0 Added Lateral Load Footing Weight ^ = -- -- -- 462.0 Key Weight = -- -- -- Vertical Component of Active Pressure = -- ' -- -- Totals =. 720 � 750 1710 2378.0 Resi sting Totals Used For Soil Pressure = 2378.0 (Vert. Component of Active Pressure Removed) ------------ ---------- --------= STEM VALUE MODIFICATIONS ---- Top. . _________________ . . . . . . 'N' Multiplier ' = 750 750 750 Center 'd' Modifier = 1.00 1.00 1.00 Edge 'd' Modifier = , 1.00 1.00 1.00 'Wall Wt. Multiplier = 1.00 1.00 1.00 Typed 1=LtWt,2=MedWt,3=NrmWt: 2 2 2 1.66 1262.4 1.66 843.31 1.54 711.47 4467.1 4467.1 -------------------- __________________. . . . . _______________ .Bottom � 750 � 750 1.00 1.00 1.00 1.00 1.00 2 1.00 2 ------------ 0------------------------------------------------ , RETAINING WALL DESIGN Page _-�_____________ _________ ��� DESCRIPTION >>� ^> ������ �«m�" 'u-/ � ---------- SOIL DATA ------------ --------- VERTICAL LOADS --------- ALLOWABLE BEARING = 1,500 psf AXIAL DL ON STEM = 759 pl ACTIVE LATERAL = 30.0 pcf AXIAL LL ON STEM = 777 pl .....MAX PRESS. = pcf ...ECC(Toward Toe='+')= in > .....SLOPE PRESS. = pcf BACKFILL SLOPE = :1 SURCHARGE OVER TOE = Of . (horiz:vert,0=Level) SURCHARGE OVER HEEL = psf PASSIVE PRESS. = 200 pcf ...RESISTS OVERTURNING ? SOIL DENSITY = 100 pcf Toe : Y y/n SOIL HT OVER TOE = in Heel : Y y/h -------7- LATERAL LOADS -------- ------- ADJACENT FOOTING --------- LATERAL LOAD ACTING ON VERTICAL LOAD = lbs STEM ABOVE SOIL = psf LOAD ECCENTRICITY = in FOOTING WIDTH = ft ADD'L LATERAL LOAD = plf FTG. CL TO WALL = ft TOP OF FTG TO START = ft VERT. POSITION OF FTG. TOP OF FTG TO END ft ...Above/Below:[+/-]= ft SPREAD FOOTING ? Y y/n -------------------------- WALL & FOOTING DATA ------------------------- RETAINED HEIGHT = 4 ft TOE WIDTH = 0.83 ft WALL HT. ABOVE SOIL=' 0.5 ft HEEL WIDTH = 1.17 ft ------- KEY DEPTH = in Total Width = 2.00 ft KEY WIDTH = in KEY DIST TO TOE = ft THICKNESS = 12 in |----------------------------- SUMMARY -------------------------------| | Pressure @ Toe = 1,419 psf Factors of Safety: | | Pressure @ Heel = 902 psf Overturning = 3.01 - | Allowable Press. = 1,500 psf Sliding = 1.71 = -| Ecc. ofresultant = 0.89 in ---� | Max. Shear @ Toe = 2.26 psi Allow. Ftg Shear = ^85.00 psi| | MaxShear @ Heel = psi | ------ SLIDING CHECK ------ Lateral Pressure = 375 lbs FTG/SOIL FRICTION = 0.35 - Passive Pressure = 100 lbs SOIL TO NEGLECT = in - Friction = 540 lbs Factor of Safety = 1.71 ------- Add 'I ------Add'l Force Required = lbs ------------------------- FOOTING DESIGN ------------------------------ Soil Press. Multi ---Toe-- --Heel-- f'c = 2,500 psi �� By ACI Eq. 9-1 psf= 2,129 1,354 Fy = 40,000 psi �^�=~ Mu - Upward ft-#= 696 Min. As Percent = 0.0014 Mu - Downward ft-#= 72 98 OMIT SP UNDER HEEL? Y y/n Mu - Design ft-#= 624 (98) --------- Rebar Choices -------- One-Way Shear: Actual psi= 2.3 Allowable psi= 85.0 85.0 Cover over Rebar in= 3.50 3.50 # 6 @ 36.97 " 36.97 'd' in= 8.50 8.50* # 7 @ 48.00 " 48.00 ` Ru =Mu/bd^2 psi= 9.6 1.5 # 8 @ 48.00 " 48.00 # 9 @ 48.00 " 48.00 #10 @ 48.00 " 48.00 ' #11 @ 48.00 " 48.00 --------------------------- STEM DESIGN -------------------------------- < ----------- Stem Sections -------------> Top . . . . ... . . . . . . .Bottom ________________________________________________________________________ RETAINING WALL DESIGN ���� �-----------------------z--------------------�--------------------------- , ^ 1:Mas,2:Conc,3:Not Used : 1 1 1 1 1 ��-J «_ � DESIGN HEIGHT ABOVE FTG. = 4 3. 2 ft REBAR: 0:Cntr,1:Edge ? 'd' FOR DESIGN = 3.75 3.75 3.75 3.75 3.75 .DESIGN DATA. . . . . . . . . . . . . . . . . . . . . . .'. . . . . . . . . . . . . . . . . . . ^ ^ ^ . . . ^ ^ ^ ^ ^ ^ ^ ^ ^ THICKNESS (nominal) = ' 8 8 8 8 8 in REBAR SIZE- # ^4 4 4 4 4 REBAR SPACING = 16 16 16 16 16 in Lateral Load @ Section = 15 60 240 240 # Moment .... Actual = 5 40 320 320 ft-# Moment....Allow. = 521 521 521 521 521 ft-# Shear ..... Actual � = 0.2 0.9 3.4 3.4 psi Shear ..... Allow. = 19.4 19.4 19.4 19.4 19.4 psi ....Interaction Result = 0.150 0.166 0.240 0.794 0.794 Wall Weight = 63.0 63.0 63.0 63.0 63.0 psf n : Modular Ratio = 25.78 25.78 25.78 25.78 25.78 Rebar Embed Length = 12.00 12.00 12.00 12.00 6.00 in .MASONRY STEM DATA...................................................... f'm � = -Fs 1,500 1,500 1,500 1,500 1,500 psi � = 24,000 24,000 24,000 24,000 24,000 psi ALL CELLS GROUTED ? N N N N N y/n USE SPECIAL INSP. ? N N N N N y/n Load -Duration Factor = 1.00 1.00 1.00 1.00 1.00 in .CONCRETE STEM DATA. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f'c = 3,000 3,000 3,000 3,000 3,000 psi Fy = 60,000 60,000 60,000 60,000 60,000 psi ------ SUMMARY OF FORCES & MOMENTS ---------------------- ------------- <-Overturning Moments-><- Resisting Moments -> Origin of Force: # ________________ ft ft-# # ft ft-# _______ ActiveSoil Press. = 375.0 _______ 1.67 ______ 625 -- ---- --' _______ -- --------- ______Active -- - Soil over Heel = -- ' -- -- 201.3 1.75 351.99 Soil over Toe = -15.0 0.33 -5 ` Sloped Soil @ Heel = -- -- -- ' Adjacent Ftg. Load = . Surcharge Over Heel = -- -- -- Surgharge over Toe = Axial Load on Wall 759.0 1.16 882.97 Load @ Proj. Wall = -- ` -- -- Averaged Stem Wts. = -- -- -- 283.5 1.16 329.80 Added Lateral Load = -- -- -- Footing Weight =. -- -- -- 300.0 1.00 299.99 Key Weight = -- -- -- VerticAl Component of Active Pressure n. -- -- -- Totals = 360 ------- 620 ------- 1543.8 --------- 1864.7 ' Resisting Totals Used For Sbil Pressure _______ = _______ 1543.8 _______ 1864.7 (Vert. Component of Active Pressure Removed) ----------------------- STEM VALUE ---------------------- MODIFICATIONS ------------------------ Top Top V . . . . . . . . . . . .Bottom --------------------------------------- 'N'Multiplier = _____________________________________'N' 750 750 750 750 700 Center 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 'Edge 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Wall*Wt. Multiplier = ' 1.00 1,00 1.00 1.00 1.00 Type: 1=LtWt,2=MedWt,3=NrmWt: 2 2 2 2 2 '----------------------------------------------------------------------- RETAINING WALL DESIGN Page ^ DESCRIPTION >> __4 �°� vc�/ >> ---------- SOIL DATA ------------ ----------- VERTICAL LOADS ALLOWABLE BEARING BEARING = 1,500 psf AXIAL DL ON STEM = 759 plf ACTIVE LATERAL = 30.0 pcf AXIAL LL ON STEM = 777 plf .....MAX PRESS. = pcf ...ECC(Toward Toe='+')= in .....SLOPE PRESS. = pcf 1ACKFILL SLOPE = :1 SURCHARGE OVER TOE = psf (horiz:vert,0=Level) SURCHARGE OVER HEEL = psf PASSIVE PRESS. = 200 pcf ...RESISTS OVERTURNING ? SOIL DENSITY = 100 pcf Toe : Y y/n SOlL HT OVER TOE = in Heel : Y y/n -------�- LATERAL LOADS --------- ------- ADJACENT FOOTING --------- LATERAL LOAD ACTING ON VERTICAL LOAD = lbs AEM ABOVE SOL = psf LOAD ECCENTRICITY = in FOOTING WIDTH = ft ADD'L LATERAL LOAD = plf FTG. CL TO WALL = ft - TOR OF FTG TO START,= VERT. POSITION OF FTG. TOP OF FTG TO END = ft ...Above/8elow:[+/-]= ft SPREAD FOOTING ? Y y/n -------------------------- WALL & FOOTING DATA ------------------------- RETAINED HEIGHT = 4 ft TOE WIDTH = 1.08 ft WALL NT. ABOVE SOIL = 0.5 ft HEEL WIDTH = 1 ft KEY DEPT| = in Total Width = 2.08 ft KEY WIDTH = in KEY DIST TO TOE =. ft THICKNESS = 12 in |----------------------------- SUMMARY --------------------------------� | Pressure @ Toe = 845 psf Factors of Safety: | ( Pressure @ Heel = 1,333 psf Overturning = 3.31 1 Allowable Press. = 1,500 psf Sliding = 1.66 ' Ecc. of resultant = ' -0.93 in � Max. Shear @ Toe = 4;10 psi Allow. Ftg Shear = 85.00 | psi| | Max Shear @ Heel = |________________________________________________________-_____-_______| psi | ------ SLIDING CHECK ------ Lateral Pressure = 375 lbs FTG/SOIL FRICTION = 0.35 - Passive Pressure = 100 lbs SOIL TO NEGLECT = in Friction = 521 lbs Factor of Safety � = 1.66 ------ Add'l Force Required = lbs -------------------------- FOOTING DESIGN ------------------------------ Soil Press. Mult. ---Toe-- --Heel-- f'c = 2,500 psi Ry ACI Q. 9-1 psf= 1,270 2,003 Fy = 40,000 psi Mu - Upward ft-#& 815 Min. As Percent = 0.0011-1- .0014Nu Nu-'Downward ft-#= 122 43 OMIT SP UNDER HEEL? Y y/o |1u - Design ft-#= . 692 (43) --------- Rebar Choices -------- One -Way Sheary -- Toe -- -- Heel -- Actual psi= 4.1 # 4 @ 16.81 in o.c. 16.81 Allowable psi= 85.0 85.0 # 5 @ 26.05 " 26.05 Cover over Rebar in= 3.50 3.50 # 6 @ 36.97 " 36.97 'd' - in= 8.50 8.50 # 7 @ 48.00 " 48.00 . 9u = 11u/bd^2 psi= 10.6 0.7 # 8 @ 48.00 " 48.00 ^ # 9 @ 48.00 " 48.00 ' #10 @ 48.00 " 48.00 #11 @ 48.00 " 48.00 --------------------------- ' STEM DESIGN -------------------------------- <----------- Stem Sections -------------> Top . . . . . . . . . . . . .Bottom Hpavococ k Vc-c ( 2-7 moi - Ea. nl - �c 12,3. � 'C�sua �r ��d�L1a2 UJB �,o � USS C6.��►.s�v �2 `ri. � �►J , 7-E: U z [, Lc� s Ili fav r , l z `Z= Fe5 a�-D 2.2. s t cf AD, `o Z o.vL210 , 4--sz I,S1 r,3 Fes Z- 4L�2) Ps- C (oT-) 2.7Z. c z 3 1 cv�n (� =� � ,2�" I vel � I FCJAk W`T� `�dP G � 1��. � c 12.o L�'�✓t - �S U wt.�' ��'.'VV�aeao Fps fl F - Qa�S leo 222 K� FGA o IFeg I0 4(1D 2,zxCI (24- -27:;? t -11 K 6L«2k x 4(c -3D -Cn----> 2.2 (2t t 7Z --=-- 1-71- � 6-5 /N At L, (2 Fc --w, VZ,b 2 fir. X41 16SIM kl , OoLj6uc-r- -SWC-2-ACL 2- IV, 14 I lis /VJ Al.k.a 4/3 z� = 2 4-2 kt l_,• z7 Aw�—M olu CYC JJ -�- �� KQ�5) X. a X03 (= -71 I� �z 2► -t2 Iib -29 X 21 =- 4, 40-) C U 4-.4 k , �- 1. LAT, kN f\UVSIS U I -f R QCT Cil �y l t�sPc2� amt , . C► l g Qs G^M Gt,�Q' CEJ L13 YOO NC,=., % QS.U► O �D*r- A s', o was 9C2.. U &, ^ t�oq. Z SEC- cis Pias awc i9u.es W 1 SM a(�-n VIA d 23 2 =. LSF - e: hff wow, Lz L—LN: M10M �-, cou ec,; Atft tl QJz--. a-fL E1.AIJ kAM'V l QC &U ti(c&s kiJK vas , Fi2c)�i,LT eLejr .cid (ZccsvlQ. S c lYkt�tStS 'PA6.Efi�� Lc- �l ��v R�t�l cs �6112`�S 1 S • L �o� Nc�� n �� m kk, l csM\ n� c)(ZS w i SSSvvl l�j ji N L� ►�� O��Q- tam , Qs-�V_ WAUS 'Tt l-er 1'L`iU�1(XS1L� Tr1,� sS� ��VJS �tr�o'tJ. �1E lel 4:1- � (,.:, � Ing 147-1- Gf� ( a --j".4 7) L 2.L7 L� 2� LAYL t� -27),-7 Ia-t 11 L7 �D. I�b3 I X Il(or7 120.-3Ibs��• �nsw�Lc i-2-0-71,614. - z s277 4.14 C 21 e I S-1 E`9 P 6 Z �l Z ! 4-S Psi e 7-SmPtf. U�- 4S"�l IlLct V 21 +- 8715 QJ x Itf9 a�2 + 2ASK 8.7S- X2J L Z �� 2 291 1�5 -50 s m Lc �'T(2 Cf Ls Youru-z/of2-s(LLcjz-7 RL4w8clD -W I% n�kz.. I?,- -Q% i21� �i �---L r� �� 2.x R 2,AWt N @ um'�� CO, cam, s Ttt7-, &L.t.ou-) = 2M 16TI XI.2 o1C , w� -p320kl-n5/4- (ICL M�-Uss-cs) R --z- ' :E� x sbo PY2z S /\ -S&6 t-,2 Ids -f-M L- SKbK(,S�- T2s. •d-- I J 114S Palo fA 1d 6ftm Mot O -K � v� 04C t.v�. �(atl� 1414-4(4� �s I C�) �6 4- qLj t -, C45EZI- GJ (4- 9 + 4, S K21 L� 2) 2 V-2- 4 3. sa- �l 4 2 VIP 2. 12�i 16 Viyu usuu)o C Q alk '� k 130- 9�-� lt, .Q = 22Z L.3 D� R1Y1,N t �J 'ov- e v wjS Pz..11rm , Le -PI RI& bi W W qA 5/2--7 Ljo,ho IAt a1Ai,.. l i' .�� o,- 4—'1'& .O U bUlnlb 4-2z fL W Ir`m 01T► ut , sec C,,L-T 7. ^ ... ..... ..... ..... _________..... __..... ..... .... ________________________________________________' G ANALYSIS & DESIGN Page -----------_--------------�-�____ DESCR I PT 101,4 K> Seismic i"D ~E'^' ~r~ - TIMBER SECTION LOAD 4 FACTOR= BEAM WIDTH BEAM DEPTH LAMINATION THICKNESS Fb - BENDING - Fv - SHEARFIXITY Fc - BEARING 'ELASTIC MODULUS ' BEAM DENSITY ----------- SPAN DATA ------------ -------- UNBRACU) LENGT 3 -------- 'CENTER -CENTER SPAN 33 Le = LEFT Le*; LEFT CAN& = RIGHT ANTILEVER 12 ft Le : RIGHT C 5NT. ^� ---------------7------------ APPLIND LOADS -----�---------------------- ........ Use '-' distances " for left cantilever ! ^ ^ ^ ^ ` @ C&A., ............... Trapezoidal ................. ---. A 100 plf. Live = plf Dead @ Left = plf @ Left @ Right= plf Dead plf Live @ Left = plf Liye @ Right= plf @ RightDt# ..X-Left = ft Dead..X-Right = ft Live. . . . . . . . .. . . , Concentrated . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...#3.. ..#4.. ..#5.. ..46.. ..#7.. ..#8.. Dead = ' ` lbs Live = `l bs Dist. = ft ........................,.. Applied Moments .......................'.. Dead = ' � in-# Live = ' in-# Dist ft |------_--------------------- SUMMA | USlNG: N/A |Reactions: Dead Max. | Max. M+@ 14.6 ft = 10.7243 ft-k | Max. M-@ 33.0 ft = -6. 12 .ft-k Right 2.86 2.86 k | Max @ Left = tEe.ft-k | 2-01 --- E- Max @ Right� = -6. 12/�ft-k Center. = in | ' | Max. Allow Moment = ft-k ...L/Defl.= | :1 _ ...Dist. ft | | f : Maxi Actual ' = psi Left = in | 1 Fb : Allowable psi . . . L/Def l . = } | Tv : Max. Actual = psi Right = *******in | ^ | Fv : Allowable = psi . . .L/D!efl .= | Max.' Shear @ Left | Max. Shear @ Right = 'k Ck = .811(E/Fb)^.5= | | Sxx - Supplied = ` in^3 `Cs = (LeD/B^2)^.5 = | | Area Supplied = in^2 Cf 1 (12/d)^.111 = | |----------------------------------------------------------------------| ---_-- REQUIRED Sxx & Area ------ ------- ALLOWABLE STRESSES ------ ^ i -------------------------------------7--------------------------------- 1711, GEHERAL TIMBER 8EAM ANALYSIS & DESIGN Page ------------------------------�----------------------------------DESCRIPTION ---------- BEAM DATA --- --- TIMBER SECTION =---- LOAD DURATION FACTOR= BEAM WIDTH = n BEAM DEPTH = n LAMINATION THICKNESS =1.5 In Fb - BENDING ' =- -- Fv - SHEAR . = < Fc - BEARING = in ELASTIC MODULUS =1800010 nsi 3=Fix/Pin, BEAM DENSITY = =Fix ---------- SPAN DATA -------------- ----- LENG --- CENTER SPAN = 33 ft Le : CENTER SPANft LEFT CANTILSVER = ft e : LEFT CAN = ^u "m� �^ RIGHT CANTILEVER = � 12 ft ,-e : RIGHT CA/�'. � ^ . . ----------------------�-------- APPLIED LOADS --------------------------- ' ........ Use '-' distances for left cantilever ! ..,...Uniform......., @ Center: .................. Trapezoidal ..'.............. Dead =(:!vvy, . . Live = Dead @ Left = plf @ Left Cant: @ Right= plf Dead = plf Live @ Left = plf Live = lf ` @ Right= plf @ Right Ca ...X -Left = ft Dead =1!10L ...X-Riqht = ft Live = it,- ~...... ................... .. Concentrated ...,........................ ..#1.. ..#2.. ..#3.. ..�4.. ..#5.. ..#6.. ..#7.. ..#8.. Dead = �' lbs Live Li ' « = . lbs ` . Dist. = ft ...............,........... Applied Moments .......................... ..#1.. ..#2.. ..#3.. ..#4.. ..#5.. ..#6.. ..#7.. ..#8.. Dead = ' in-# Live= � � � , ' . in-# Dist = ft |---------------------------- SUMMARY -------------------------------| | USING: N/A | | � | Max. M+@ 15.0 ft =.19,1164 ft -k Left 2.54 2.54 k� | Max. M-@ 33.0 ft = -8.136 ft7k Right 4.39 4.39 k| | Max' @ Left = ft -k D � | Max @ Right = -8.136 ft -k Center. = in | | Max. Allow Mmment = ft -k ...L/Defl.= | | ...Dist. = ft | | fb : Max; Actual = psi Left = in | | Fb : Alloble ' = psi ...L/Defl.= | 1 fv : Max. Actual = psi Right = *******in | | Fv : Allowable = psi ...L/Defl.= 1 | 1 Max. Shear @ Left = k . � . . | | Max. Shear @ Right = k Ck = .81|(E/Fb)^.5= | | Sxx - Supplied in^3 Cs = (LeD/B^2)^.5 = � | Area Supplied = in^2 Cf = (12/d)^.111 = / |______-_________ . _____-________________________________________________| ------ REQUIRED Sxx & Area ------- ALLOWABLE STRESSES ------ VUv tiG`Oa�LL O g za3 Ids f f�, /V Z4, pae-v-z �•��� �.�[C�UO � ,u� l VrbN . el- U-) a--e- bi L IJLUA l to I65l C- -M93x-ZGDK T L 2- 2 ®!� l� �fDtnoa�rn► �o � P2 2 Zc� Items . IA M- o- . -t-Tq—k l0 1 rZ Z 231 f ( �T . I&L) oawu E. D TL -a. 2 -LLC, flx Lh t.n 0W ti O -Q O LIQ S4- .PS &)AJ K T Z2 /AGE ^ _ L. m kLc. l� d CawkM(M Q K- s- -e-t 9 k�c e S+t�t Uf*0 ,. 322. 0 -2q L,VJ, cfc- c L t(:.s LC�Z z 3/44 PLkwouO zxLo'e i(.,,'cc- LL = 4-o t 5 21 K41 eea vv�- Cokcc' IE -0 - `��v (2- 12C &l 121J�2 1 ` �o� D��-E� 033/2/ V✓� *&P �� V Av- = If=n L� `�'OQl2S"L 6�N 1Z _g am' M�Ni WAIL �2 42'-4,� 3 =L/ -'S -/'L/ -- -I-'Q-1`tz =v�� 0.322'x/ C1`.� �`�`" �i Si(.Uc� USO UJ 14 gads 11"c -C, R W c1k.l 2K f�2kh tJ 6 <2 c3 ir,,d DIS sin T2K 10 -Ex Zuz 37S of . Vn AID jZ n "0 cx-\R1 , Z -V' q: 41, -'d (gym Z+ -7 _,,,A w2N-n v,,qV -w� (vu"Paign s�11,4L 11 -- �, z -41b4 Zo91 :Kc5P5 -+ V )o Rbc,,)1 +.a.1 *Ag � h,x LZ� �Jlstil0715 -5-m VA + OIXI+1VP Ibi +T""- m v CN-�1133/ 7-z---1 js}-j co —hc-O '-DYN-x� L-7—IQ i 62 UfXU CP1`r T �Ut1r,f6�Q12S'�CQ.D 1z yz P PL2--2&«tx3 -2040 T2 its' T2 Z 51 19 Iles h novo((► A► fts k 411 D& 2K ILs �-atn euur� M -TT 22 01� 4-)(S A --z- )3 (4 (lis < 2 vs"7 ILs / yzl)o ke . Co W 5uJ ? (. K -6 LU Ike SA- a )DBL'2yc. = (S) l(2(x W. Pte. (=.kcb-03, &v- YUUxIr. l dL(�cCLo �z 14�t oe6w u e- co` Dssyt - ., T:::: 221 C. «S.. log U2 Ll L l ltYl�l�S a 12L I�� a�t� I A ROUSIf . -a. C wenmaj �- s A -LL t -KO f AIL -5. 3QZ- PLKTC-7 2'122'/2- S. wt PsaW . 3-15116rol 11 1 '� z-7 4L, KY.- Stv0 T ftp. %� Uc6 tbs uz-z V,=xA �) w NY-)TLA-t Q 2 21 2XLDKCcc:-= 16A//l3D(&r.7 �Z l 2z� kis /►ate: 4/Z7 (RCIF�. Tb ko0 P +nen - �St ( U.s ice, i v i Powe I- 2. -SA v� kc:� L 6� (4 �J--Z- ►o5 lis 4, �" �2 . S41 a- . rz)5x 35%2 = 4.3s I'- �. U,2 4.36 k V2 1-7'+-l" 2 241 lUz D. X32 V -/k, ' -' t WX uxZb W l,qM- PL -1 MX- ISS = 22S P2 z.Lk LSD L (,�waG( li iV�L� 2� 182b� bC10Cl �' 22S�C1 —f— K 4CI GZ 4--L ;firZ 16 1fi-LIDOoi�,� QC-wla&t � I `T=22 c� �md Ss`�'C� —l� �-�C3 • G�- PL Lu Z k x (g x 3= 113 1 � (�vh Zrusr) PL2 22S- tis. �a I n x n Ks x n+ + nTvL IhLOUW�I 46T At-:6uYleO 'TL -2. _ Co(o Ltvtf)otWU MLvr (1eFO_utjl&- i C9t�s V-2- l°1 Ls P-Z 2L cl o i -- F2w,3T \0 Nth �E L LG AOU LA --r . Ids IDL ISS LL F�oz�n 2 IZ,4k iv = --I (fig nL �r (� 32 2.1 rocs 1 C. pioc"� � t5 IS 0 -____________________________________________--_________________________ . RETAINING WALL DESIGN Page \ / _____________________--__________________________________________________' DESCRIPTION >> / >> ---------- SOIL DATA ------------ --------- VERTICAL LOADS --------- ALLOWABLE BEARING = 1,500 psi AXIAL DL ON STEM = 171 plf ACTIVE LATERAL = 30.0 pcf AXIAL-LL ON STEM = 60 plf .....MAX PRESS. = pcf ...ECC(Towa;d Toe='+')= in .....SLOPE PRESS. = pcf. ` -BACKFILL SLOPE = :1 SURCHARGE OVER TOE = psf (horiz:vert,0=Level) SURCHARGE OVER HEEL = 50 psi PASSIVE PRESS. = 200 pcf ...RESISTS OVERTURNING ? SOIL-DENSITY 100 pcf Toe : Y y/n SOIL HT OVER TOE = in Heel : Y y/n --------- LATERAL LOADS --------- ------- ADJACENT FOOTING --------- LATERAL LOAD ACTING ON VERTICAL LOAD = lbs STEM ABOVE SOIL psi LOAD ECCENTRICITY = in FOOTING WIDTH = it ADD'L LATERAL LOAD = plf FTG. CL TO WALL = ft TOP OF FTG TO START= it VERT. POSITION OF FTG. TOP OF FTG TO END = it ...Above/Below:[+/-]= it SPREAD FOOTING ? Y y/n -------------------------- WALL & FOOTING DATA ---Z --------------------- RETAINED HEIGHT = 8.32 ft TOE WIDTH = 1.5 ft WALL HT. ABOVE SOIL = 0.83 ft HEEL WIDTH = 3.75 it KEY DEPTH = _ in Total Width = 5.25 it KEY WIDTH = in KEY DIST TO TOE = it THICKNESS = 16 in �----------------------------- SUMMARY --------------------------------| . -04--| Pressure @'Toe = 1,514 psf F t f S f t | Pressure @ Heel = 240 psi OvertUrni ng 2. n 741, | Allowable Press. = 1,500 psf Sliding 1, 5 spla, PT | Ecc' of resultant 7.62 in | Soil Pressure Exceeds Allowable --- >>.Sliding Ratio < 1.5 | Max. Shear @ Toe = 5.40 psi Allow. Ftg Shear = 85.00 psi: | Max Shear @ Heel = -10.10 psi' ' | |--------------------- 1_--------------------------------- _____________� ------ SLIDING CHECk. ------ Lateral Pressure = 1,543 lbs FTG/SOIL FRICTION = 0.35 - Passive Pressure = 178 lbs SOIL'TO NEGLECT � = in - Friction = 1,590 lbs Factor of Safety = 1.15 ------ Add'l Force Required = lbs -------------------------- FOOTING DESIGN ------------------------------ Soil Press. Mult. ---Toe-- --Heel-- f'c = 2,500 psi - By ACI Eq. 9-1 psi= 2,125 337 Fy = 48,000 psi Mu Upward ft-#= 2,199 Min. As Percent = 0.0014 Mu - Downward ft-#= 315 5,728 OMIT SP UNDER HEEL? Y y/n Mu - Design ft-#= 1,884 (5,728) --------- Rebar Choices -------- One-Wyy Shear: -- Toe -- -- Heel -- Actual psi= 5.4 10.1 # 4 @ 11.43 in o.c Allowable psi= 85.0 85.0 #5 @ 17.71 " Cover over Rebar in= 3.50 3.50 # 6 @ 25.14 ''d' ` in= 12.50 12.50 # 7 @ 34.29' " 34.29 Ru = Mu/bd2. psi= 13.4 40.7 # 8 @ 45.14 " 45.14 # 9 @ 48.00 " 48.00 #10 @ 48.00 " 48.00 4*11 @ 48.00 " 48.00 ' --------------------------- STEM DESIGN -------------------------------- <----------- Stem Sections -------------> Too . . . . . . . . . . . . .Bottom ________________________________________________________________________ <-Overturning Moments-><- Resisting Moments -> o Origin f Force: # . RETAINING WALL DESIGN ft ft-# | � V _______________________7 --------------------------------- _______ 3.37 ______ 5196.7 _______ -- _---------------- -------- ______Active -- �- �-/ 1:Mas,2:Conc,3:Not Used : 1 1 1 1 1 Soil over Tok DESIGN HEIGHT MOVE FTG. = 6 4 2 A ft REBAR: 0:Cntr,1:Edge ? 1 1 1 1 1 Adjacent Ftg. Load 'd' FOR DESIGN = 5.25 5.25 9.00 9.00 9.00 Surcharge Over Heel -.DESIGN DATA .......... w ...... ............ -- ,........................... 137.5 3.88 532.81 Surcharge over Toe THICKNESS (nominal) = 8 8 12 12 12 in ' REBAR SIZE # 4 4 4 6 6 Load @ proj. Wall REBAR SPACING 16 16 16 8 8 in Lateral Load @ Section = 116 345 694 914 1,163 It. Moment .... Actual = 103 543 1,562 2,363 3,399 ft -fl: Moment .... Allow. = 905 905 2,164 3,660 3,660 ft-# Shear.....Actual = 1.3 3.8 5.0 6.6 8.4 psi Shear: .... Allow. = 19.4 19.4 19.4 19.4 19.4 psi ....Interaction Result = 0.149 0.648 0.769 0.700 0.991 Totals Wall Weight ' = 78.0 78.0 124.0 124.0 124.0 psf n : Modular`Ratio = 25.78 25.78 25.78 25.78 25.78 Pressure Rebar Embed Length = 12.00 12.52 20.54 22.26 6.00 in .MASONRY STEM DATA ...............................�.......... ..... .... ... f'm = 1,500 1,500 1,500 1,500 1,500 psi Fs = 24,000 24,000 24,000 24,000 24,000 psi ALL CELLS GROUTED ?y 1.00 y y y y y/n USE SPECIAL INSP. ? N - N N N N y/n Load Duration Factor = 1.00 1.00 1.00 1.00 1.00 in .CONCRETE STEM DATA.......................... 2 .......................... f'c _ = 3,000 3,000 3,000 3,000 3,000 -psi Fy = 60,000 60,000 60,000 60,000 60,000 psi.� ------ SUMMARY OF FORCES & MOMENTS � <-Overturning Moments-><- Resisting Moments -> o Origin f Force: # ft ft-# # ft ft-# ________________ ActiveSoil Press. _______ = 1542.6 _______ 3.37 ______ 5196.7 _______ -- _______ -- -------- ______Active -- Soil over Heel = -- -- - 2288.0 3.88 8866 Soil over Tok = -26.7 0.44 -1105 Sloped Soil @ Heel = -- -- ' -- Adjacent Ftg. Load = Surcharge Over Heel = -- -- -- 137.5 3.88 532.81 Surcharge over Toe = . Axial Load on Wall = -- -- 171.0 2.00 342 Load @ proj. Wall = -- -- -- Averaged Stem Wts. = -- -- -- 897.7 1.93 1728.4 Added Lateral Load = -- -- -- - Footing Weight = -- -- -- 1050.0 2.63 2756.2 Key Weight = -- -- -- Vertical Component of Active Pressure = -- �- -- Totals =1515.93 -------- 5184.8 ------- 4544.2 ------- 14225. Resisting Totals Used For Soil _______ Pressure = _______ 4544.2 ------- 14225. (Vert. Component of Active Pressure Removed) --'-------------------- STEM VALUE MODIFICATIONS ------------------------- ---------------------- Top Top . . . . . . . . . .Bottom 'N'Multiplier --------------------------------------- = _____________________________________'N' 750 750 750- 750 750 Center 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Edge 'd' Modifier= ' 1.00 1.00 1.00 1.00 1.00 Wall Wt. Multiplier = 1.00 1.00 1.00 1.00 1.00 Type: 1=LtWt,2=MedWt,3=NrmWt: 2 2 2 2 2 fZ E1)" N l N C, . 1/`, kLk- Q W -o W AVL, rV,u 0 r.16 Rsu cA I r lg20L OLtU e 2`Cc SoS (WW DLi- 4 SA UA L� t� Ifo KE =12L OL , F�uLn 2,��o 7- ��s A. (- `,K12 fro �sC YAC_ 19L Tn Mil 4 -.LL, ________________________________________________________________________ ' RETAINING . ____________________________ WALL _______________________________________ DESIGN Page �«�. DESCRIPTION >> /�' ' its!, ^ >> ---------- SOIL DATA ------------ --------- VERTICAL LOADS --------- ALLOWABLE BEARING = 1,500 psf AXIAL DL ON STEM = 759 plf ACTIVE LATERAL = 30.0 pcf AXIAL LL ON STEM = 777 plf .....MAX PRESS. = pcf ...ECC(Toward Toe='+')= in .....SLOPE PRESS. = pcf. BACKFILL SLOPE = :1 SURCHARGE OVER TOE = psf (horiz:vqrt,0=Level) SURCHARGE OVER HEEL = psf PASSIVE PRESS. = 200 pcf ...RESISTS OVERTURNING ? SOIL DENSITY 100 pcf Toe : Y y/n SOIL HT OVER TOE = in Heel : Y y/n --------- LATERAL LOADS --------- ------- ADJACENT FOOTING --------- LATERAL LOAD ACTING ON VERTICAL LOAD = lbs STEM ABOVE SOIL = psf LOAD ECCENTRICITY = in FOOTING WIDTH = ft ADD'L LATERAL LOAD = plf FTG. CL TO WALL = ft TOP OF FTG TO START ft VERT. POSITION OF FTG. TOP OF FTG TO END = ft ...Above/Below:[+/-]= ft - SPREAD FOOTING ? Y y/n ------------�------------- WALL & FOOTING DATA ------------------------- RETAINED HEIGHT 6 ft TOE WIDTH = 1.33 ft WALL HT. ABOVE SOIL = 0.5 ft HEEL WIDTH = 1.75 ft KEY DEPTH = in Total Width = _______ 3.08 ft KEY WIDTH = in KEY DIST TO TOE. = ft THICKNESS = 12 -in |----------------------------- SUMMARY --------------------------------| | Pressure @ Toe = 1,536 psf Factors of Safety: � | Pressure @ Heel = 513 psf Overturning = 2.61 | | Allowable Press. = 19500 psf Sliding = 1.27 4"C" | Ecc' of resultant = `3'08 in | Soil Pressure Exceeds Allowable --->> Sliding Ratio < 1.5 ���' | Max. Shear @ Toe = 1 1 . 59 psi Al low.` Ftg Shear = 85.00 psi: | Max Shear @ Heel = -0.75 psi ___________________________________________--__________________ | ------ SLIDING CHECK ------ Lateral Pressure = 735 lbs FTG/SOIL FRICTION = 005 - Passiye Pressure = 100 lbs SOIL TO NEGLECT ' = in - Friction = 832 lbs Factor of Safety = 1.27 ------ Add'l Force Required = lbs -------------------------- FOOTING DESIGN ------------------------------ Soil Press. Mult. ---Toe-- --Heel-- f'c = 2,500 psi By ACI Eq. 9-1 psf= 2,264 756 Fy = 40,000 psi Mu - Upward -'ft-#= 1,810 Min. As Percent = 0.0014 Mu - Downward ft-#= 186 616 OMIT SP UNDER HEEL? Y y/n Mu - Design ft-#= 1,625 (616) --------- Rebar Choices -------- One-Way Shear: -- Toe -- -- Heel -- Actual psi= 11.6 0.7 # 4 @ 16.81 in o.c. 16.81 Allowable psi= 85.0 85.0 # 5 @ 26.05 " 26.05 Cover over Rebar in= 3.50 3.50 # 6 @ 36.97 " 36.97 'd' ` in7 8.50 8.50 # 7 @ 48.00 " 48.00 Ru = Mu/bd^2 psi= 25.0 9.5 # 8 @ 48.00 " 48,00 # 9 @ 48.00' " 48.00 #10 @ 48.00 " 48.00 - _ #11 @ 48.00 " 48.00 -------------------------- STEM DESIGN ' ------------------------------- -------------------------------- <----------- < ----------- Stem Sections -------------> Tnn ' ' ' ' ' ' ' ' q"++n� t:l i � I i Ol- I rt. < 9. 3 rt% r+ C) 0, iD r. 0 - i -C, -3 0 rt "j, 7" o E' D rill ED Z m i U M 0 7., - I M I 4— Z D ---i 0 i f -I -4.) co m r+ 1 — rt < j i--4 L - 3 Mu I m 0 T, M :3 H 0 rr — t u o c..-. ul rt I ul Z i Ln # Ln i AD 0 rJ Cl = viol -C 0 oi- C) co 0 t:l q m rJ o a < b E a o o n -1 0 a M, aj -1 Ti L'. 0 - rt, r� T 'I Q. a� !,I n J -j D w. 1�. .ate' — zi- :T n M < nnmn mo LO a T, 0 to Lc rt Co rD i@ itJ < :T 2 1 �-Ll 0 r.) 0 -1 1 0. fr. CrtM CL TI Y ID 90 < < LO C... pj Mu n m !Ga, ri m -13 m 0 :3 11 I r- -Z v E i Mu LQI .1 W. GO 0 D AD 0 C) ri- 941 -q M 0 0 zi0 � Ir iii M @ 0 Lill -4 -0 i � I i Ol- I n 5; im 7 < 9. 3 rt% r+ Ln 1 0, iD r. 0 - i -C, -3 0 q m rJ o a < b E a o o n -1 0 a M, aj -1 Ti L'. 0 - rt, r� T 'I Q. a� !,I n J -j D w. 1�. .ate' — zi- :T n M < nnmn mo LO a T, 0 to Lc rt Co rD i@ itJ < :T 2 1 �-Ll 0 r.) 0 -1 1 0. fr. CrtM CL TI Y ID 90 < < LO C... pj Mu n m !Ga, ri m -13 m 0 :3 11 I r- -Z v E i Mu LQI .1 W. GO 0 D AD 0 C) ri- 941 -q M 0 0 zi0 � Ir iii M @ 0 Lill -4 -0 z GM n 5; im 7 < 9. 3 rt% 107, 1 Ln 1 0, iD r. tili I D M - i -C, # 0 y -C. rn 7" o E' D rh rt J 2= ED Z m i � M M 0 7., - I M I 4— Z D ---i - i - 1 -4.) co 1 W 1 U 1 rt j i--4 L - 3 G-4 I m 0 a Z - M :3 H 0 rr — t u o c..-. c: rt I Ln Z i Ln # Ln i r" = -C 0 0 im rt 1 Cll I I Ul no 4- 1 -4, :1 z GM n 5; im 7 P, ITO 9. 3 rt% 107, 1 0, iD r. tili I D M y -C. rn 7" o E' D rh rt J 2= ED Z m i � M iTi 1 i7 ri- !.r) M 7., - I C. 3 i cri Cry '1 Z> n !j M 00 It D 4 !-a t1l :r a, j i--4 L - 3 m a Z - M :3 H 0 rr — t u o c..-. c: u ril ai 0 0 0 S Z i r" = -C 0 0 im rt 1 Ul no Ln Ln CC. -wo -.0 0 C, OD 0 LQ cill, la- Via L!", Or - C., 1�4 t -j Ic. 0 C, C. Z C. "C' .0 "1 - -j -p. C, 1:4 11.0 Cl C, Z 0 . . . co -4. -.0 o !.4 0 0 1 j I t --j 0 f.4 C. C. ,I — i C- t.j C4 t-.3 0 ru -0 -J tlG." 0 Lil im —h # ill ul :3 Ln UP D Ul !P. 1,1 !-t :3 :3 z GM ________________________________________________________________________ RETAINING WALL �--- DESIGN Page ----�---------- . DESCRIPTION >>� ^ > ._--...-_ ______ �� /�l ��.'.~._ ---------- SOIL DATA ------------ --------- VERTICAL LOADS --------- ALLOWABLE BEARING = ACTIVE LATERAL = 1,500 30.0 psf pcf AXIAL DL ON STEM = AXIAL LL ON STEM = 759 777 pl plf ^/ � .....MAX PRESS. = pcf ...ECC(Toward Toe='+')= in ^ .....SLOPE PRESS. = pcf BACKFILL SLOPE = :1 SURCHARGE OVER TOE = psf (horiz:vert,0=Level) SURCHARGE OVER HEEL = psf PASSIVE PRESS. = 200 pcf ...RESISTS OVERTURNING ? SOIL DENSITY = 100 pcf Toe : Y y/n SOIL HT OVER TOE = in Heel : Y y/n --------- LATERAL LOADS --------- ------- ADJACENT FOOTING --------- LATERAL LOAD ACTING ON VERTICAL LOAD = lbs STEM ABOVE SOIL = psf LOAD ECCENTRICITY = in FOOTING WIDTH = ft ADD'L LATERAL LOAD = plf FTG. CL TO WALL = ft TOP OF FTG TO START = ft VERT. POSITION OF FTG. . TOP OF FTG TO END ft ...Above/Below:[+/-]= ft SPREAD FOOTING ? Y y/n -------------------------- WALL & FOOTING DATA ------------------------- RETAINED HEIGHT = 4 ft TOE WIDTH = 0.83 ft WALL HT. ABOVE SOIL = 0.5 ft HEEL WIDTH = 1.17 ft .KEY DEPTH = in Total Width = 2.00 ft KEYWDTH � = in KEY DIST TO TOE = ft THICKNESS = 12 in |----------------------------- SUMMARY -------------------------------| | Pressure @ Toe = 1,419 psf Factors of Safety: { | Presture @ Heel = 902 psf Overturning = 3.01 | Allowable Press. = 1,500 psf Sliding = 1.71 -` | Ecc. ofresultant = | 0.89 ` in ----� | Max. Shear @ Toe = 2.26 psi Allow. Ftg Shear = '85.00 | psi| | Max Shear @ Heel = psi � |.......... L ........................................ ___________________| ------ SLIDING CHECK ------ Lateral Pressure = 375 lbs FTG/SOIL FRICTION = 0.35 - Passive Pressure = 100 lbs SOIL TO NEGLECT = in - Frictipn = 540 lbs Factor of Safety = 1.71 ------ Add'l Force Required = lbs -------�--------------�---- FOOTING DESIGN ------------------------------ Soil Press. Mult7 ---Toe-2 --Heel-- f'c = 2,500 psi m� By ACI Eq. 9-1 psf- 2,129 1,354 Fy = 40,000 ��~I psi^, Mu - Upward ft-#= 696 Min. As Percent = 0.0014 Mu - Downward ft-#= 72 98 OMIT SP UNDER HEEL? Y y/n Mu - Design ft-#= 624 (98) --------- Rebar Choices -------- One-Way Shear: Actual psi= 2.3 Allowable psi= 85.0 85.0 Cover pver Rebar in= 3.50 3.50 # 6 @ 36.97 " 36.97 'd' in= `psi= 8.50 8.50 # 7 @ 48.00 " 48.00 Ru = Mu/bd^2 9.6 1.5 # 8 @ 48.00 " 48.00 # 9 @ 48.00 " 48.00 #10 @ 48.00 " 48.00 #11 @ 48.00 " 48.00 --------------------------- STEM DESIGN ------------------------------- -------------------------------- <----------- < ----------- Stem Sections ------------- >- L'^'' ' Top . . . . ... . . . . . . .Bottom '----------------------------------------------------------------------- RETAINING WALL DESIGN ��?) -----�-------------------n----------------------------------------------- ` ��-7 4_ / 1:Mas,2:Conc,3;Not Used : 1 1 1 1 1 DESIGN HEIGHT ABOVE FTG. = 4 3 2 ft REGAR: 0:Cntr,1:Edge ? 'd' FOR DESIGN = 3.75 3.75 3.75 3.75 T.75 .DESIGN DATA ............,.....,..,,,,,,,,...,,,,,,,,,,,,,,^,,,,,,,,,, THTCKNESS (nominal) = 8 8 8 8 8 in REBAR SIZE # 4 4 4 4 4 rFBAR SPACING = 16 16 16 16 16 in Lateral Load @ Sectibn = 15 60 240 240 # Moment .... Actual 5 40 320 320 ft-# Moment .... Allow. = 521 521 521 521 521 ft-# whear.....Actual = 0.2 0.9 3.4 3.4 psi Shear ..... Allow. = 19.4 19.4 19.4 19.4 19.4 psi -.Interaction Result = 0.150 0.166 0.240 0.794 0.794 Wall Weight = 63.0 63.0 63.0 63.0 63.0 psf n : Modular Ratio = 25.78 25.78 25.78 25.78 25.78 Rvbar Embed Length = 12.00 12.00 12.00 12.00 6.00 in MASONRY STEM DATA ..............................,.,,,,,,,,,..,,,,,,,^,,, f'm � = 1,500 1,500 1,500 1,500 1,500 psi Fs = 24,000 24,000 24,000 24,000 249000 psi ALL CELLS GROUTED ? N N N N N y/n USE SPECIAL INSP. - ? N' N N N N y/n Load Duration Factor = 1.00 1.00 1.00 1.00 1.00 in .CONCRETE STEM DATA................,.................................... f'c = 3,000 3,000 3,000 3,000 3,000 psi - Fy = 60,000 60,000 60,000 60,{)00 60,000 psi ------ SUMMARY OF FORCES & MOMENTS ---------------------- "------------- <-Overturning Moments-><- Resisting Moments -> Origin of Force: # ---------------- _______ ft _______ ft-# ______ # _______ ft ft-# Active Soil Press. = 375.0 ` 1.67 625 --' _______ -- -- Soil over Heel = -- -- -- 201.3 1.75,351.99 Soil over Toe = -15.0 0.33 -5 ^ Sloped Soil @ Heel = -- -- -- Adjacent Ftg. Load = Surchargy Over Heel = -- -- -- Surcharge over Toe = Axial Load on Wall 759.0 1.16 882.97 'Load @ Proj. Wall Averaged Stem Wts. = -- -- -- 283.5 1.16 329.80 Added Lateral Load = -- -- -- Footing Weight = -- -- -- 300.0 1.00 299.99 Key Weight = -- -- -- Vertic& Component of Active Pressure =� -- -- -- Totals = 360 ------- 620 --------- 1543.8 1864.7 ' Resisting Totals Used For Soil _______ Pressure = _______ 1543.8 ------- 1864.7 (Vert. Component of Active Pressure Removed) ----------------------- STEM VALUE ---------------------- MODIFICATIONS ------------------------ Top Top . . . . . . . . . . . . .Bottom -------------------------------------- 'N' Multipl'ier = 750 750 750 750 NO Center 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Edge 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Wall Wt. Multiplier = ' 1.00 1.00 1.00 1.00 1.00 Type: 1=LtWt,2=MedWt,3=NrmWt: 2 2 2 2 2 _____________________________________________________________ , . RETAINING WALL DESIGN Page DESCRIPTION >> ................................................_ �_- ��./ >> ---------- SOIL DATA ------------ , ----------- VERTICAL LOADS ALLOWABLE BEARING BEARING = 1,500 psf AXIAL DL ON STEM = 759 plf ACTIVE LATERAL = 30.0pcf AXIAL LL ON STEM = 777 plf .....MAX PRESS. = pcf ...ECC(Toward Toe='+')= in .....SLOPE PRESS. = pcf FACKFILL SLOPE = :1 SURCHARGE OVER TOE = psf (horiz:vert,0=Level) SURCHARGE OVER HEEL = psf PASSIVE PRESS. = 200 pcf ...RESISTS OVERTURNING ? - SOIL DENSITY = 100 pcf Toe : Y y/n SOIL KT OVER TOE = in Heel : Y y/n -�------- LATERAL LOADS --------- ------- ADJACENT FOOTING --------- LATERAL LOAD ACTING ON VERTICAL LOAD = lbs STEM ABOVE SOIL = psf LOAD ECCENTRICITY = in FOOTING WIDTH = ft ADD'L LATERAL LOAD = plf FTG. CL TO WALL = it TOP OF FTG.TO START.= ft VERT. POSITION OF FTG. TOP OF FTG TO END = ft ...Above/Below:[+/-]= ft ' SPREAD FOOTING ? Y y/n -------------------------- WALL & FOOTING DATA ------------------------- RETAINED HEIGHT = 4 ft TOE WIDTH = 1.08 ft WALL HT. ABOVE SOIL = 0.5 ft HEEL WIDTH = 1 ft K[y DEPTH = in Total Width = 2.08 ft !.EY WIDTH = in KEY DIST TO TOE = ft THICKNESS = 12 in |----------------------------- SUMMARY --------------------------------| | Pressure @ Toe = 845 psf Factors of Safety: | | Pressure @ Heel = 1,333 psf Overturning = 3.31 | Allowable Press. = 1,500 psf Sliding = 1.66 � Ecc. of resultant = � -0.93 in | Max. Shear @ Toe = 400 psi Allow. Ftg Shear = 85.00 | psi| | Max Shear @ Heel = psi | |------------------------------------- 0-------------------------------- _________________-_____________SLIDING 6 LIDINGCHECK ------ Lateral Pressure = 375 lbs FTG/SOIL FRICTION = 0.35 - Passive Pressure = 100 lbs SOIL TO NEGLECT = in Friction = 521 lbs Factor of Safety ' = 1.66 ------ Add'l Force Required = lbs -------------------------- FOOTING DESIGN ------------------------------ Soil Press. Mult. ---Toe-- --Heel-- f'c = 2,500 psi By ACI Eq. 9-1 psf= 1,270 2,003 Fy = 40,000 psi Mu - Upward ft -#=a 815 Min. As Percent = 0.0014 Mu - Downward ft-#= 122 43 OMIT SP UNDER HEEL? Y y/n ft-#= 692 (43) --------- Rebar Choices -------- D� W ne- ay Shear: -- Toe -- -- Heel -- Actual psi= 4.1 # 4 @ 16.81 in o.c. 16.81 Al.lowable psi= 85.0 85.0 # 5 @ 26.05 " 26.05 Cover over Rebar in= 3.50 3.50 # 6 @ 36.97 " 36.97 'd' ' ^ in= 8.50 8.50 # 7 @ 48.00 " 48.00 Qu = Mu/bd^2 psi= 10.6 0.7 # 8 @ 48.00 " 48.00 # 9 @ 48.00 " 48.00 #10 @ 4B.00 " 48.00 #11 @ 48.00 " 48.00 --------------------------- STEM DESIGN -------------------------------- (---'------ Stem Sprtio/`s '' '---- Top . . . . . . . . . . . . .B�+tom APPovro(oc k-, �c Lis n UMA.L PR. IZ3— 3Z3 -d- 2 -• � '0 �5 des o �-� Us�� `0 � o . ��2 ► ►� - ��i��� �Z des A'C 2 o.ku-Y, CSx COT) E-6Dci Aria 0 123 2 3 cw. 2 Fc -wk � �','I�a 2R� Fps F - 4GSDPs C=aw, 4-G� Ps l V --o 2 2 FGVvl � i ,o lG1�5 Ids 1� PP�n�oc A- 2'��/Z7 2.2 (2t ►) 1-71 X65 /N v.L, /2'Fcvv\ F-rb /2 2.2 14 l I6s AkIU , 2-K 14 I [L --,s /w _ Z;� Z \Nos / Nom. �aLi 6,L44 � -I = 2 42 Q Pitt_, • C'aw.. VAQl Aj . m okoc CYC 27 z DJ {� aw (4-4 4-S) IC) VW -I031 21 4, 4m G�S c .Pz. 13 f -BI ,1-201 2 51, t � as _� 7i OF CONTENTS TOC Project Tit 1'e............ YOUNG HOME Date......, ..... 02/19/96. Project Address......... C:ONCOW `FcD., OROV I LLE ------------ *v4..50* 1 — _ qla _` 1 ,,,% Uacumentat ion'"Author ... WIL.LIAM H. FOX Build ' ny Permit # 22 / 1 Fox Company 1 '5 1 3995 Olive Hwy. 1 Plan Chec b: / Date Or ov i l l e, ,. CA '359:66 1 916=533-2730 1 Field Check/ Date 1 Climate Zone........... it --------------------- Compliance Method....... MICROPAS4 v4.50 for 1995 Standards by F_nercomp, Inc. 1 M I C ROPAS4 v4.50 F a t e-ORS2772E Wt h-CT.Z 11.S92 Program -TOC 1 1 User #-MF' 1809 User -Fox Company Run.-ORS2772E 1 TABLE OF CONTENTS ------------------ Report Page FORM C:F-1R................. 1 FORM MF -IR .................. 4 FORMC: -2R. ... .... •...... 6 HVAC SIZING..... 10 CERTIFICATE ATE: OF COMPLIANCE: RESIDENTIAL Nage Project Title .......... YOUNG HOME: Date........ 02/19/96 Project Address........ CONCOW RD. # -------------------•-- OROVILLE *v4.50* f _ _ Documentation Aut.hor... WILLIAM H. FOX ; Building Permit # Fox Company 3995 Olive Hwy. Plan Check. / Date Or ov i l l e„ CA 95966 i � --- a, i 916-533-2730 730 1 Field Check/ Date 1 ClimatO Zone........... It _•---____._.__.---__...__.____- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-ORS2772E Wth-CTZ11S9' Program -FORM CF -1R User#-MP1809 User -Fox Company Run•-ORS1772E ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 2772 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... i Number of Stories.......... 2 Floor Construction Type.... Slab On Grade Glazing Percentage......... 11.5 % of floor area Average Glazing U -value.... 0.52 Btu/hr-sf-F BUILDING SHELL. INSULATION Component Frame Cavity Sheathing Assembly Type Type R -value R -value U -Value Location/Comments Wall Wood F,-17,8 R-0 0.065 Garage, Outside Wall n/a R-0 R-n/a 0.000 Outside Roof Woad R-11 R-27 0.025 Attic Door n/a R-0 R-n/a 0.330 Solid Wood S1abEdge n/a R•--0 R•-n/a 0.720 S1abEdge n/a R-0 R-n/a 0;900 S1abEdge n/a R --O R-n/a 0.500 S1abEdge n/a R-0 R-n/a 0.550 FENESTRATION ------------ # of Interior Over- Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value ,es Description Shading Fins Type Window Front (E) 12.0 0.520 2 Drapes.Std None None Vinyl Window Front (E) 12.0 0.520 2 Drapes.Std None None Vinyl Window Left (S) 12.0 0.520 2 Drapes.Std None Yes Vinyl Window Left (S) 6.0 0.520 2 Drapes.Std None Yes Vinyl Window Left (S) 20.0 0.510 1 Drapes.Std None Yes Vinyl Window Left (S) 12.0 0.520 2 Drapes.Std None Yes. Vinyl Window Back (W) 12.0 0.520 2 Drapes.Std None Nene Vinyl Window Back (W) 24.0 0.5202 Drapes.Std Nene None Vinyl Door Back (W) 40.0 0.510 2 . Drapes.Std None None Vinyl Window Back (W.) 12.0 0.50 2 Drapes.Std Nene None Vinyl Window Back (W) 30.0 0.520 2 Drapes.Std Nene Yes Vinyl Window Back: (W) 15.0 0.520 2 Drapes.Std Nene Yes Vinyl Project Title.......... YOUNG HOME Date........ 02/19/96 1 M I C:ROFAS4 v4.50 F i l e-ORS2772E Wt h-C:T 7.11 S92 Program -FORM CF -1R ! User#-MP1809 User -Fox Company Run-ORS2772E Orientation Door Back (W) Window Back (W) Window Back (W) Window Right (N) Window Right (N) FENESTRATION ------------ # of Interior Area U- Pan-- Shading/ (sf) Value es Description 40.0 0.510 2 Drapes.Std 15.0 0.520 2 Drapes.Std 20.0 0.520 2 Drapes.Std 20.0 0.520 2 Drapes.Std 16.0 0.520 2 Drapes.Std HVAC � SYSTEMS Over - THERMAL Exterior hang/ Framing Shading Fins Type None Yes Vinyl Nene Yes Vinyl None Yes Vinyl Nene Yes Vinyl None Yes Vinyl HVAC � SYSTEMS Minimum THERMAL MASS Thermostat Equipment Type Efficiency ------------ Area Thickness R -value Type Exposed (sf) (in) Location/Comments S1abOnGrade Yes 294 3.5 Exposed S1abOnGrade No 1092 3.5 Covered InteriorHrrz Yes. 55 1.0 Tile Counters HVAC � SYSTEMS WATER HEATING SYSTEMS Number Tank: External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.62 EF 40 R-0 SPECIAL FEATURES/REMARKS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace 0.800 AFUE Attic R-4.2 Setback: AC:Sp 1 i t 10.00 SEER Attic R•--4.2 ' Setback WATER HEATING SYSTEMS Number Tank: External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.62 EF 40 R-0 SPECIAL FEATURES/REMARKS GEfT I F'`I CA7E OF COMPLIANCE: RESIDENTIAL • 1 -'age a Project Title.......... YOUNG HOME Date........ 02/19/96 1 M I CROPAS4. v4.50 F i l e-ORS277'2E Wt h--CT.Z 11 S92 Program -FORM CF -IR User#-MP1809 User -Fox Company Run-ORS2772E COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for -a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER, or OWNER Name.... STEVE ORSILLO Company. ORSILLO CONSTRUCTION Address. 3022 OLIVE HWY. OROVILLE CA. 95966 Phone... 532-1131 License. B-542034 Signed.. ENFORCEMENT AGENCY (date) Name.... Title... Agency.. Phone... Signed.. - (date) DOCUMENTATION AUTHOR Name.... WILLIAM H. FOX Company. Fox Company Address. 3995 Olive Hwy. Or ov i 1 l e„ CA 95966 Phone ... 916-533-2730 Signed.. AJ a Ire) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -IR Project Title.......... YOUNG HOME Date........ 02/19/96 Project Address........ C:ONCOW RD. --------.------------- OROVILLE •*v4.50* 1 _ Documentation Author... WILLIAM H. FOX 1 Building Permit # Foy; Company � _ _--- ' 3995 Olive Hwy. Plan Check / Date Or ov i l 1 y, , CA 95966 916-533-2730 f Field Check/ Date Climate Zone........... I I _-____.___.._..-•-----_____-- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-ORS2772E Wth-CTZ11S92 Program -FORM MF -1R User #-MP 180'3 User -Fox Company Run--ORS27 72E ------------------------------------------------------------------------------- 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 dnto the permit documents, the features noted shall be considered by all parties as binding minimum comppnent performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES --------------------------- Design- En:force- er meat *150(a) : Minimum R--19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R--13 wall insulation in framed walls (does not apply to exterior mass walls). •*150(d): Minimum N--13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doers and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all .joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatary in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meats GEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. -MANDATORY MEASURES CHECKLIST: RESIDENTIAL_ Page 5 MF -1R Project Title.......... YOUNG HOME Date........ 02/19/96 MIC:ROPA94 v4.50 File-ORS2772E Wth-CT7.11S92 Program -FORM MF -1R User#-MP1809 User -Fox Company Run-ORS2772E SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES --------------------------------------------------------------- Design Enforce-- er ment 110-13: HVAC: equipment, water heaters, showerheads and faucets certified by the CEC. _ 150(i): Setback: thermostat on all applicable heating systems. _-- ----- 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hat water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater) . 2. First 5 feet of -pipes closest to water heater tank, non- recirculating on- recirculating systems, insulated (R--4 or greater) . 3. All buried or exposed piping insulated in recirculating sections of hat water system. 4. Coling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have back:draft or automatic_ dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa bleating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. . System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. _over for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas --fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cocking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 6 C: -2R Project Title.......... YOUNG HOME Date........ 02/19/96. Project Address........ C:ONC:OW RD. -_--------_-.-____- --- OROV I LLE •*v,4.50•* 1 1 Documentation Author... WILLIAM H. FOX 1 Building Permit # 1 Fox Company 1 _ _ 1 3995 Olive Hwy. 1 Plan Check /.Date 1 Or ov 1 l 1 e, , CA 95966 916-533-2730 1 Field Check/ Date 1 Climate Zone. ......... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. 1 M I CROPAS4 v4.50 F i l e -ORS `77'2E Wt h -CT 7-11 S92 Program -FORM C: -2R 1 1 User#-MP1809 User -Fox Company ------------------------------------------------------------------------------- Run-ORS2772E 1 - MICROPAS4 ENERGY USE. SUMMARY = - Energy Use ---------------------------- Standard Proposed Compliance - _ (kBtu/sf-yr) Design Design Margin = - Space Heating.......... 12.17 10.14 2.03 = = Space C:ooling.......... 9.66 6.25 3.41 - = Water Heating.......... 9.42 8.7.7 0.65 - _ Total al .31.'25 25.16 -------- 6.09 - - Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area.... 2772 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E:) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type... . Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value... . Average Ceiling Height..... Slab On Grade 1 176 cf 1386 s•f 1386 sf 1386 sf 11.5 % of floor area 0.52 Btu/hr--s•f-F 8 ft COMPUTER: METHOD SUMMARY Page 7 C: -2R Project Title.......... YOUNG HOME Data........ 02/19/96 M I i_ R.OPAS4 v4.50 F i 1 e-OR.'S277'2E Wt h-C:T Z 11 S9' : Program -FORM C: -2R It User#-MP1809 User -Fox Company Run-ORS2772E It --------------------------------------------------------------------- Z ne Type HOUSE Residence Surface HOUSE 1 Wall , 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8. Wall 9 Wall 10 Roof 11 Door 12 Door BUILDING ZONE INFORMATION -------------------------- Floor # of Vent Special Area Volume Dwell C:ond- Thermostat Height Vent Area (sf) (cf) Units itioned Type (ft) (sf) 2772 22176 1.00 Yes Setback 8.0 n/a OPAQUE SURFACES --------------- Area U- Insul Act Solar Form 3 Location/ (sf) value R:-val Azm Tilt Gains Reference Comments 154 0.065 17.8 90 90 No W.19.2X6.16 Garage 76 0.065 17.8 90 90 Yes W.19.2XG.16 Outside 336 0.000 0 90 90 Yes Nene Outside 344 0.065 17.8 180 90 Yes W.19.2XG.16 Outside 183 0.000 0 180 90 Yes Nome Outside 248 0.065 17.8 270 90 Yes W.19.2X6.16 Outside 279 0.065 17.8 270 90 Yes W.19.2XG.16 Outside 351 0.065 .17.8 0 90 Yes W.19.2X6.16 Outside 190 0.065 17.8 0 90 Yes W.19.2X6.16 Outside 1386 0.025 38 n/a - 0 Yes 8.38.2X4.24 Attic 30 0.330 0 90 90 Yes Nene Solid Wood 18 0.330 0 90 90 No Nome Solid Wood PERIMETER: LOSSES FENESTRATION SURFACES Length F2 Insul Solar Surface (ft) Factor R--val Gains Location/Comments HOUSE Interior Area 13 S1abEdge 96 0.720 R-0 No 14 S1 abEdge 31 0.900 N -.-O No 15 S1abEdge 17 0.500 R:-0 No 16 SlabEdge 4 0.550 N -,-O No FENESTRATION SURFACES # of Vent SC SC. Interior Area Pan-- Frame Open U_ Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE, 1 Window 12.0 2 Vinyl Slider 0.520 90 90 0.88 0.78 Drapes.Std Window 12.0 2 Vinyl Slider 0.520 90 90 0.88 0.78 Drapes.Std 3 Window 12.0 2 Vinyl Slider 0.520 180 90 0.88 0.78 Drapes.Std 4 Window 6.0 2 Vinyl Slider 0.520 180 90 0.88 0:78 Drapes.Std 5 Window 20.0 2 Vinyl. Slider 0.520 180 90 0.88 0.78 Drapes.Std 6 Window 12.0 2 Vinyl Slider 0.520 180 90 0.88 0.78 Drapes.Std 7 Window 12.0 2 Vinyl Slider 0.520 270 90 0.88 0.78 Drapes.Std 8 Window 24.0 2 Vinyl Slider 0.520 270 90 0.88 0.78 Drapes.Std -COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... YOUNG HOME Date........ 02/19/96 MICROPAS4 94.50 File-ORS2772E Wth-CTZI1S92 Program -FORM C -2R User#-MP1809 User --Fox Company Run•-ORS2772E ------------------------------------------------------------------------------- Surface 9 Door 10 Window 11 Window 12 Window 13 Door 14 Window 15 Window 16 Window 17 Window Surface HOUSE 3 Window 4 Window 5 Window 6 Window 11 .Window 1'2 Window 13 Door 14 Window 15 Window 16 Window 1.7 Window FENESTRATION SURFACES SC SC Interior Glass Int Shading/ Tlt Only Shade Description 90 0.88.0.78 Drapes.Std 90 0.88 0.76 Drapes.Std 90 0.88 0.78 Drapes.Std 9.0 0..88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 O.78 Drapes.Std 900.88 0..78 Drapes.Std OVERHANGS AND SIDE FINS ---Wind_,w-- .------..Overhang----_. ---Left Fin -- ---Right Fin -- Area Left Rght (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth HgAt Ext Dpth Hght 12.0 # of 3.0 Vent 0 n/a Area Pan- Frame Open U_ Act (sf) es Type Type value Azm 40.0 2 Vinyl Slider 0.510 270 12.0 2 Vinyl. Slider 0.520 270 30.0 2 Vinyl Slider 0.520 270 15.0 2 Vinyl Slider 0.520 270 40.0 2 Vinyl Slider 0.510 270 15.0 2 Vinyl Slider 0.520 270 20.0 2 Vinyl Slider 0.520 270 20.0 2 Vinyl Slider 0.520 0 16.0 2 Vinyl Slider 0.520 0 SC SC Interior Glass Int Shading/ Tlt Only Shade Description 90 0.88.0.78 Drapes.Std 90 0.88 0.76 Drapes.Std 90 0.88 0.78 Drapes.Std 9.0 0..88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 O.78 Drapes.Std 900.88 0..78 Drapes.Std OVERHANGS AND SIDE FINS ---Wind_,w-- .------..Overhang----_. ---Left Fin -- ---Right Fin -- Area Left Rght (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth HgAt Ext Dpth Hght 12.0 4.0 3.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 2.0 3.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 12.0 1.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 330.0 5.0 6.0 12.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 5.0 3.0 12.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 6.67 6.0 12.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 5.0 3.0 12.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 5.0 4.0 12.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 16.0 4.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS ------------ Area Thick Heat Conduct- Surface Mass Type (s f) (in) Crap i v i t y R -value Location/Comments HOUSE 1 S1abOnGrade 294 3.5 28.0 0.98 R-0.0 Exposed 2 Sl abOnGrade 1092 3.5 28.0 0.98 R-2.0 Covered 3 Interiorhorz 55 1.0 24.0 0.67 R-0.0 Tile Counters 'COMPUTER METHOD SUMMARY Page 3 C --2R Project Title.......... YOUNG HOME Date........ 02/13/96 f M I i_ ROPA14 v4.50 F i l e-ORS2772E Wt h• --i= T Z 1 1 S32 Program -FORM C -2R User#-MF1803 User -Fox Company Run-ORS277:E f ------------------------------------------------------------------------------- HVAi= SYSTEMS WATER HEATING SYSTEMS Number Tank: External in Energy Size Insulation Tank: Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.62 40 R-0 SPECIAL FEATURES/REMARKS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Furnace 0.800 AFUE Attic R-4.2 0.880 ACSp 1 i t 10.00 SEER Attic R-4.2 0.870 WATER HEATING SYSTEMS Number Tank: External in Energy Size Insulation Tank: Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.62 40 R-0 SPECIAL FEATURES/REMARKS HVAC SIZING Page 10 HVAC Project Title.......... YOUNG HOME Date........ 02/13/96._ Project Addreps........ C:ONi_OW FD.-------.._-------____.-�.__: OROVILLE •*v4.50* Documentatlon Autheit... WILLIAM H. FOX ******* 1 Building ~Permit # 1 Fox Company 3995 Olive Hwy. f Plan Check / Date. Oroville,, 1:A 95366 i _ i 916-533-2730 1 Field Check:/ Date Climate Zone........... 11 .-------.---_.-__------_ -- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-ORS277 E Wth-C:TZ11S9' Program -HVAC SIZING User#-MP1809 User -Fox Company Run-ORS277 _E ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation .......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used....... Overhang Shading Used...... Latent Load Fraction....... 2772 s f 22176 c Front Facing 90 deg (E) OROVILLE 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes No Yes 0.30 HEATING AND COOLING LOAD SUMMARY --------------------------------- Heating Cooling Description (St uh) (Bt uh ) Opaque Conduction and Solar ...... 10567 4435 Glazing Conduction ............... 6582 4279 Glazing Solar .................... n/a 6597 Infiltration ..................... 12614 5179 Internal rain .................... n/a 2550 Ducts........... 1 ................ 2976 2304 Sensible Load .................... 32740 25344 Latent Load ...................... n/a 7603 Minimum Total Load 32740 32947 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flaw requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc:., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting_ the HVAC equipment. L/ LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No.OWNERS A.P. NAME: NUMBER: o s(J — I(,, o / PRINT LAST NAME FIFISY COUNTY ZONING DESIGNATION: T%� I D FLOOD ZONE: k FLOOD MAP: Z <d Q APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION DEED REFERENCE: LEGAL ACCESS REQUIRED: YES NO YES NO COMMENTS/CONDITIONS: 1//VOOA) oA,/ 41 Rs 7 3 /S f /7r- eao, 4s✓coo /?~ MAP INFORMATION: DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW:. A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from _ 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 74 7. Connect to a public water supply. _ 8. Connect to a public sewer system. _ 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire`Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning DAn on. _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a -professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 20. 21 22 23 24. 25 A';i .LN3Vdd013A34 ONn tuns 30 UN1700 9661 1 1 SVW (]3AI333H LD 9/95 - C1WP51TORMS.K\BLDG PERM. CLR z oo. FnOaCo =<T lnMrmDO O2 M M Z OX ODDrzD TMu- Cllr oTmzx r-�M-0D� <D,0;0 2 DzCOm� Dv C -< x ni omm `g O r0���MC)m Mzvn m ;o 0�n�v n z �.vmmcn;v 0 cn v'omD T _; M, - O z (n ;6 ,0 c v mm0�5NDQ, <m-4p�ODO mz�N- m �� m o o m N m <o>>o m Az ;Do�co�n�. n -nm(1)cp;u to"cnmx0o0 0�0>..oz �Zr�D o� 0D0 �Zr— �0 z m zm .shSfb,}'.a'�i'�' civ r� ��S F •a V 4 . � - - "kl� ia' a 'MAek $f it4rq z�� �%fi'` rte" �y�J`s2 � �'' �,•! 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We! m"cs`1 r 9 n)�'rx'yt ��. �'s Z� cel• 1J iii _ rl"'10 �vQ { �N' Ail, a„�,r 'a lh wi -lai 2',i A- W.- 5 yy`5��� 12� i• , P` kv rJ,.e +d try r ck m� O� m�` zma O Ow c z�_ -w> S IV : -� w M z � ��� N Cin '< z " 01 Z < z D O O C �• ,.. V PROPERTY OWNER/LOCATION- LARRY YOUNG 123$3 CONCOW ROAD OROVILLE,CA 95966 (530) 532,4718 ° z ?; Q v10 C .l7 863 EAST FRANCISCO BLVD, SUITE A RT SAN RAFAEL, CA 94901 415-459-4201 CA LIC. 4759086 .shSfb,}'.a'�i'�' civ r� ��S F •a V 4 . � - - "kl� ia' a 'MAek $f it4rq z�� �%fi'` rte" �y�J`s2 � �'' �,•! Y�Ey��`�,k,� ��:� .. �i yrs+'1tia94 tasy �d t ?•#itr3 �'tJ?rt<'�F%�.35�t'��-,v, ,J� i c�.`' +st`~ ':�;bt`r - - ick r¢siti�rta� J"�X4iRIPa 1 t5a' , h'�5'°�'bw�'r th 1psQt t r� ;iat�TYc <'`FrtS� �. iii`' -:'c: h .gu t04n ci 4 yy 0 7,% i 'a akfz�^L' M� U It 14 n KIJ -v' gyp IN i arlc I S4� h �kTt `� 1 •OM1 y'i. tM''k .�.n F .L.f'yJ'f. yt 9 - r�tt ~rxrit"f"J�ls�tt+l `. M—, - a5.rvt Mnksf`.2 e}; `�S,-EC r�S.x+>� T".J',C,•` t'z.Ya, ttit � 4i !at-,ti.fy1' -ac c("x".. r y2c,, "'M 1`Er• r la"cZ�r„tx i by �, �}wig 'in+r't�h.'.ry, ari�STrL 5 . z i k h zf- k'' Us if Sty �q, J'tz>ryc�✓K�i1 'f '•fL?YS,MW xknr'>'F - ! G* a ary r6S e 9Z �d .o.4 +'al set-xti - ' ,- i- +� F' t Y 'RllE.g1, $+ xk , t, a c J! a r4 yX Wsz ° ° ✓ 41fit sky .+�+n'•'!;�`r fie. d kgs w.,antaa Jr� tixv Ne -ti S y'M1 5oF'! 7 a `[yMi .}'< 4'r•c*•�G �a . _ - h}hM ` 1> t YrU ie? x'zc-\..lR `r4�tii .wy �t- S51�3,t- •,.r S:� fu' d r„ l Y� - ?�f,LE�'n- � >n ,� �' Y7w�a,T ih xd�j.4r+F.. �.a g'•4r .; , .. ai'4f5s^,.)r : ? We! m"cs`1 r 9 n)�'rx'yt ��. �'s Z� cel• 1J iii _ rl"'10 �vQ { �N' Ail, a„�,r 'a lh wi -lai 2',i A- W.- 5 yy`5��� 12� i• , P` kv rJ,.e +d try r ck m� O� m�` zma O Ow c z�_ -w> S IV : -� w M z � ��� N Cin '< z " 01 Z < z D O O C �• ,.. V PROPERTY OWNER/LOCATION- LARRY YOUNG 123$3 CONCOW ROAD OROVILLE,CA 95966 (530) 532,4718 ° nuia� 1 'ol,:u%ii C Cd • i i , 1 t �— ry _ 1ViCOAA BOVD 1 � ��sl.F,:�d �' '—• • Ti>A�'�f 35...� :'"1 � I � i � � , t. L {�z�+,� Ll 4 — s "j C.1 uj N��1, x:;C• 1 r W N �+ s at co CD CON 'tits vl w } Ij f 6 •� it � • 1 F3 1 t 1 }' 40 4 Hyl (10) KC20OGT PV MODULES (IN SERIES) I (10) KC20OGT PV MODULES (IN SERIES) I (10) KC20OGT PV MODULES (IN SERIES) YOUNG 5KW PV ARRAY 2) #10 RHW-2. CONDUCTORS ) #12 BARE COPPER GROUN' #10 RHW-2 CONDUCTORS 12 BARE COPPER GROUNI (2) #10 RHW-2 CONDUCTORS (1) #12 BARE COPPER GROUNI (30) KC20OW PV MODULES (1) FRONIUS IG -5100 INVERTER (30) (177.2CEC) (94.5%) = 51023.6W AC PER KC20OGT PV MODULE: MAXIMUM POWER: 200 W MAX POWER VOLTAGE: 26.3 V OPEN CIRCUIT VOLTAGE: 32.9 V MAX POWER CURRENT: 7.61 A SHORT CIRCUIT CURRENT: 8.21 A (10) STRING TOTAL: TOTAL OPEN CIRCUIT VOLTAGE: 329 VOLTS TOTAL MAX POWER VOLTAGE: 263 VOLTS FRONIUS IG -5100 INVERTER: PEAK EFFICIENCY: 94.5% MAX DC CURRENT: 33.2A MAX AC CURRENT: 21.3A 1. ALL WORK PER CEC 690 2. ALL DISCONNECTS TO BE CLEARLY LABELED AND WITHIN SIGHT OF EACH OTHER 3. INSTALL A PERMANENT, RED -ON -WHITE, SIGN ON OR ADJACENT TO THE MAIN SERVICE PANEL WARNING THIS BUILDING SUPPLIED WITH ALTERNATE POWER SOURCE. DISCONNECT IS LOCATED WARNING!! ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS ON BOTH LINE AND LOAD SIDES. MAY BE ENERGIZED. METER 200A MAIN SERVICE W/ (1) 30A PV BREAKER 30A DC DISC FUSABLE W /(3) SAA DC FUSES LOCKABLE 3R 3 -POLE 600V DC 1 / 2" EMT (MIN.) (2) #8 THWN-2 (1) #10 THWN-2 GROUND FRONIUS IG -5100 5.1 KW INVERTER 240 VAC UL#1741 ' INTERNAL AC / DC DISCS 350FT AC RUN 1-1/4" PVC @ 18" DEPTH (2) #4 THWN-2 CONDUCTORS (1) #8 THWN-2 GROUND VOLTAGE DROP CALCULATION: (350FT) (.321) (21.3A) / 1000 / 120V = 2% DROP AC DISCONNECT LOCATED WITHIN 10FT OF MAIN SERVICE I POINT OF CONNECTION. THE OUTPUT OF A PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 690.64(A) OR (B). 3 / 4" EMT (MIN.) #10 THWN-2 CONDUCTC (1) #8 THWN-2 GROUND 30A AC DISC CUTLER HAMMER NON-FUSABLE LOCKABLE 3R 2 -POLE 30 AMP 240V DG221 URB PROPERTY OF SPG SOLAR, INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, INC. ALL RIGHTS RESERVED. DRAWING TYPE: SINGLELINE YOUNG DRAWN 9Y: ATOM MCCAMBRIDGE 415/747-7039 DATE 4/27!6 SCALE: NTS 0 H Q U O a 0 Z cr rn 0) '0 Z 0 U i O0 W J N (�J ch 0 a cf) 0 0 M '_ DRAWING TYPE: SINGLELINE YOUNG DRAWN 9Y: ATOM MCCAMBRIDGE 415/747-7039 DATE 4/27!6 SCALE: NTS t. 44 SIDE VIEW @ 3 l 8" 't' SCALE BLINE 22 DEGREE OPEN ANGLE BRACKETS 6 CONCRETE FOOTINGS: 12" X 30" DEEP B22A POSTS RUN TO BOTTOM 90 DEGREE CORNER BRACKETS rr%vill I vIr-vv @ 1 / 4" = 1' SCALE KC20OGT PV MODULES ORTRAIT ORIENTATION) CONCRETE FOOTINGS: 12" X 30" DEEP B22A POSTS RUN TO BOTTOM PROPERTY OF SPG SOLAR, INC. PIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER )N CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND ;LUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, INC. ALL RIGHTS RESERVED. Z O p V 0 U U.-1rn O M 00 00 J a 0 Z �0) 0 } � OU U 00 i ~ O Z } OU LL -jtN W O ag�oY�' co M O M VIEWS JOB: YOUNG DRAWN BY: ATOM MCCAMBRIDGE 415!747-7039 DATE: 5/116 SCALE: SEE SCALE SHEET: p V 0 Ou< U.-1rn M 00 00 VIEWS JOB: YOUNG DRAWN BY: ATOM MCCAMBRIDGE 415!747-7039 DATE: 5/116 SCALE: SEE SCALE SHEET: I L " � 1 r •j `Jt r• t. .�J:.rli I 1 /I�iL�/ r! K, t. re L w, teff.() -m ilt !1 ZlTr ] OL BLit 1 ta.-. ✓4� " y) ?is L�"�►C.?Ilii BOVD T t4f'�G v -a C� LU L, �w �U LU S J "�"�1 ZIs J + C6 .....� Q u �. ..i Fj + � C w X -w tt'' tvw ;n CG 21\1 0 CO W U L. Li M LU W „--pco S >V) w 0 z 4 • 4 - t a:. iLJ' C) jh ?I ni I J ` Yl'c o t G��GAf. l X-!,? _ -i u.+ C CJ Lu CJ w " < > `MAY i •� � 0 M > U t�ro� t 4 J S Cv m 0 J IX I L " � 1 r •j `Jt r• t. .�J:.rli I 1 /I�iL�/ r! K, t. re L w, teff.() -m ilt !1 ZlTr ] OL BLit 1 ta.-. ✓4� " y) ?is L�"�►C.?Ilii BOVD T t4f'�G v -a C� LU L, �w �U LU S J "�"�1 ZIs J + C6 .....� Q u �. ..i Fj + � C w X -w tt'' tvw ;n CG 21\1 0 CO W U L. Li M LU W „--pco S >V) w 0 z •, ; YOUNG 5KW PHOTOVOLTAIC ARRAY PLAN VIEW OF PV SYSTEM SCALE: 1 / 4" = 1' UNICLIPS ^.. 13 -1. KC200 F DIMEf (WEIGHT 3- I B22A STRUCTURAL CHANNEL 11 pm�L!�'A =L I � 1 11 1 7 z O Q U O J W z a0 � co m O rn ? O U ti w O -1 N W U -i M O ag�ov M O M .o OUB O U W M 00 W DRAWING TYPE: PV ARRAY JOB: YOUNG DRAWN BY: ATOM MCCAMBRIDGE 4151747-7039 _AR, INC. DATE: DESCRIPTION, AND OTHER 5/116 EREDASPROPRIETARY AND THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE SCALE: PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE 114^=1. OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN SHEET: PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, INC. ALL RIGHTS RESERVED. MAIN DRIVEWAY POOL GUEST ROOM SERVICE EXISTING HOUSE SEPTIC TANK — AND LEACH LINES YOUNG PV ARRAY PROPERTY LAYOUT SCALE: 1" = 64' POWER POLE EXISTING CONDUIT RUN: 14" PVC @ 18" DEPTH APPROX 35OFT UTILITY SHED (8' X 8') SHOP (30' X 50') i 1 45'-102" GROUND MOUNTED PV ARRAY PV INVERTER MOUNTED ON BACK J Z ti O MAIN DRIVEWAY POOL GUEST ROOM SERVICE EXISTING HOUSE SEPTIC TANK — AND LEACH LINES YOUNG PV ARRAY PROPERTY LAYOUT SCALE: 1" = 64' POWER POLE EXISTING CONDUIT RUN: 14" PVC @ 18" DEPTH APPROX 35OFT UTILITY SHED (8' X 8') SHOP (30' X 50') i 1 45'-102" GROUND MOUNTED PV ARRAY PV INVERTER MOUNTED ON BACK J Z O Q U O J a o Z0) O U) � U U r.- 0 OO J N W U J cf O M g O M LIS D. r p a OUr4 14 O 14Jd U�qV a Oil y 0 W. MX -716" 00 MAWNG Tri PUMP SHACK PROPER V LAYOUT (3' X 4') JO& YOUNG DRAWN SY: . ATOM MCCAMORME 415,747-7039 PROPERTY OF SPG SOLAR. INC. DATE: CONFIDENTIAL THIS DRAWING AND ANY DATA, DESCRIP ON, AI THER 5/27J8 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS OPRIY AND nr HALL E SCALEPUBLISHED, REPRODUCED, COPIEDrr , DISCLOSED, OR SED, INLEOR IN PART, FOR ANY PURPOSE WITHOUT THE EXP SS WRN SMUT:PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE F SPG R, INC. ALL RIGHTS RESERVED. z0 me m �O Oz c —1 m a< 0 Z ODn A D z 15m� m m� D� �X <D 00 CC/) n z zz m� m mX c rn co 0 0 Ki Z C On ;awm Z (D M (n : :q;Qcnq 0 -u ;DozzoA S�o� -"o o .co4mz °� �► X r 0 Q oBoZg �" 0t7Q � o m (n 70 O N mm��o m C C (n X (A 0 Z �. m 6> o -,�0 CR F5 �_m- vvcZimy v _a %p on s W m�� n C I1 �W-0] o v .p -<X ch 0 0Q ooh �Zow� - �m{ m p .cl) -o z o SPG. D 0 O (� 0 , -' z �c =z Ki Z C On ;awm Z (D M (n : :q;Qcnq 0 -u ;DozzoA S�o� -"o o .co4mz °� �► X r 0 Q oBoZg �" 0t7Q � o m (n 70 O N mm��o m C C (n X (A 0 Z �. m 6> o -,�0 CR F5 �_m- vvcZimy v _a %p on s W m�� n C I1 �W-0] o v .p -<X ch 0 0Q ooh �Zow� - �m{ m p 0 z o SPG. O O Ki Z C On ;awm Z (D M (n : :q;Qcnq 0 -u ;DozzoA S�o� -"o o .co4mz °� �► X r 0 Q oBoZg �" 0t7Q � o m (n 70 O N mm��o m C C (n X (A 0 Z �. m 6> o -,�0 CR F5 �_m- vvcZimy v _a %p on s W m�� n C I1 �W-0] o v .p -<X ch 0 0Q ooh �Zow� - �m{ m p PROPERTY OWNER/LOCATION: LARRY YOUNG 12333 CONCOW ROAD OROVILLE,CA 95966 (530) 532-4718 L r SPG. 0 863 EAST FRANCISCO BLVD, SUITE A SAN RAFAEL, CA 94901 4154594201 CA LTC. #75 086 PROPERTY OWNER/LOCATION: LARRY YOUNG 12333 CONCOW ROAD OROVILLE,CA 95966 (530) 532-4718 L r POOL MAIN SERVICE EXISTING HOUSE 2969'-11 SEPTIC TANK ---k AND* LEACH LINES EXISTING CONDUIT RUN: 14" PVC @ 18" DEPTH 1697-32" IN I GROUND MOUNTED PV ARRAY PV INVERTER MOUNTED ON BACK 1463'-3 6"--__ �0 � fairy � i 3170'-4 6" UTILITY SHED (8'X 81) PROPERTY LINES SHOP (30' X 50') 3070'- 7 .1016" ,L' A��Ea .'G.12 J 5 M1 i s. r al - �_ r - ! � •t.[:t� C'M '+C=M'M"y=Cj'R"��"iR[ _ r�.'•v�..l��.. T T �.eL •t.� _ _ _ :5OUNG NwARRAY ......i'�.r�..,h + _ �� } - PROPERTY -LAYOUT CONCOW n SCALE: I"= 400 • i wa/G +•!i� 4 , • . s � Q � GROUND MOUNTED PV ARRAY PV INVERTER MOUNTED ON BACK 1463'-3 6"--__ �0 � fairy � i 3170'-4 6" UTILITY SHED (8'X 81) PROPERTY LINES SHOP (30' X 50') 3070'- 7 .1016" i i d ii y i �VNa i 'D— U H H ; 0o I i I a Me PROPERI V LAYOUT yotmo �w ATOM MOCAWWWOE 41W474M 1' - 40wr • i. tl iti r- i c . . . -J ' • . s � Q � ice. •. ��. R O� J a W o(b WL > O i i d ii y i �VNa i 'D— U H H ; 0o I i I a Me PROPERI V LAYOUT yotmo �w ATOM MOCAWWWOE 41W474M 1' - 40wr O � Q � O� J a W o(b WL > O jU U co ti OO } J N W L) J c+o O O o v y. T O i i d ii y i �VNa i 'D— U H H ; 0o I i I a Me PROPERI V LAYOUT yotmo �w ATOM MOCAWWWOE 41W474M 1' - 40wr C0C � 3 30 0 AI� c xc _ o ^3 BEE D vm = N� �n m 0 r Z;K co 201 C L C.#759086 m� nZ m v R _0 0 r c m p� O 9 r m w all- a c Q� ?� m° Lu Z �0 G) ra n x� o om } -ci r m co) ' m v x o� CONCOW ROAD PROPERTY OWNER/LOCATION: LARRY YOUNG P.M --/4o- 12333 CONCOW ROAD OROVILLE,CA 95966 (530) 5324718 > SAG 863 EAST FRANCISCO BLVD, SUITE A SAN RAFAEL, CA 94901 4151594 201 C L C.#759086 m� nZ m v R _0 0 r c m p� O 9 r m w all- a c Q� ?� m° Lu Z �0 G) ra n x� o om } -ci r m co) ' m v x o� CONCOW ROAD PROPERTY OWNER/LOCATION: LARRY YOUNG P.M --/4o- 12333 CONCOW ROAD OROVILLE,CA 95966 (530) 5324718