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HomeMy WebLinkAbout039-370-046,39-37-46 RICHARD ROGERS y 1140 Stanley, Durham ; , Permit #1809-87E (ele sevipe chg)�y . p y 039-370-046 03-3146• ` ROGERS, RICHARD 11140 STANLEY AVE, CHICO� ' REROOF,WOODSTOVE,ELE €: 03-3166 I 039=370-046 iw;, �,»t�%�.3' a ROGERS, RICHARD i 1140 STANLEY AVENUE, CHICO � 7 l Cont: ,OWNER t 3 1 SKYLIGHTS/SF 039'370 -'046' -7'?—' - 192, ROGERS, RICK KAREN`' ^ ' 1140 STANLEY AVE,CHICON' b� Corit: •RUSS CONTI ti j ADDITION '.;' ��� B08-0899 ," 039-370-046 MISCELLANEOUS Awning/Canopy/Copt CARPORT (592) WITH STORAGE (302 k • 1140 STANLEY AVE.- ROGERS, VE'ROGERS, KAREN i.A, i t, i �i �?:i _.__�o� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 1140 STANLEY AVE APN: * 039-370-046 Owner: ROGERS, KAREN Permit NO: B08-0899 Issued Date: 6/16/2008 By GLB Expiration Date: 6/16/2009 Permit type: MISCELLANEOUS Subtype: Awning/Canopy/Carpt 1140 STANLEY AVE CHICO, CA 95928 Description: CARPORT (592) WITH STORAGE (: (530) 321-2227 Occupancy: Zoning: SRI COLLAR CONSTRUCTION 975 EAST AVENUE #127 CHICO, CA 95926 (530)521-7877 COLLAR CONSTRUCTION Building Garage Remd]/Addn 975 EAST AVENUE #127 CHICO, CA 95926 Other Porch/Patio Total (530)521-7877 onA ons FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Awning/Canopy/Carport $421.93 DBSMIP Residential $1.43 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires COLLAR CONSTRUCTION 403170 / / 4/30/2009 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 6/16/2008 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: State Fund Policy Number: 1664998 Exp. Date:2/5/2009 (This section need not be competed if the permit is or onehundred dollars ($100) es—or s ) ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. 6/16/2008 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lenders Address City - State Zip I otas charged: $502.26 Fees Paid: $502.26 Balance Due: $0.00 Receipt No: 'B7362 OWNER / BUILDER DECLARATION 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one - year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). E] I AM EXEMPT under Section B. 8 P.C. for this reason: X y� 6/16/2008 Owner's Signature Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the pr ownee r am t act on the property owners behalf. 6/16/2008 ❑ Owner ❑ Contractor OR. ElAgent for Owner ElAgent for Contractor FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT MQ 1 BIN # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Na O / s First the fG MailingAddre .. H O A � City .+ L,. �`4�.o State Zip Phone r Z� !� 7 Fax _ E-mail CONTRACTOR Name f Address g 7 2c,� Ave— _e—City city G % State Zip q2,6 Phone 7977 Fax E-mail Yl/LSLI w f U r Lic. #-70 Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Fax E mail Cov State License Number APPLICANT INFORMATION Name GL Address City State Zip Phone Fax E-mail ,APPLICANTISIGNA URE X PROJECT LOCATION AP# 6�,G�„ 0570— p[ -I-, Property Address i/% -f 0 5y��Ave___ City C-6 i� WORKER'S COMPENSATION Policy Number 6-4 rLr Carrier® If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR S P OPE OF WORK: Z0 Flood Zone U SRA I Yes I No Occ. Type Const. Sq FT- Living GarageOpen Cov ❑ Structure Built without Permits1!D0,)-04 ❑ Proposed Change of Occupancy (Note previous use): s�0`�1 . ��� , 0f`\-/ For office use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const. �` sid o '��r y& 4�C13 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: O Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hgp:Hmunicit)alcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-0899 Date: 05/15/2008 Location: 1140 STANLEY AVE Parcel Number: 039-370-046 Owner Name: ROGERS, KAREN Phone: (530) 321-2227 Description: CARPORT (592) WITH STORAGE (302) Signature of Applicant: :4- Date: 05/15/2008 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment LESS THAN 1 ACRE Reference Number: B08-0899 Dater 05/15/2008 Location: 1140 STANLEY AVE By: KEJ Parcel Number: 039-370-046 Sub Type: Awning/Canopy/Cart Owner Name: ROGERS, KAREN Phone: (530) 321-2227 Description: CARPORT (592) WITH STORAGE (302) 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 lesslthan one acre but when combined with subsequent phases total more thanone acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or.failure to apply for a Construction Storm Water Permit from -the State of California Regional Water Quality Control Board for this project that, disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 05/15/2008 Department of Development Services Building Division 7 County Center Drive OroviUe, CA 95965 (530) 538-7541 (530) 538-2140 FAX FLOOD PLAIN DECLARATION I declare the actual value of the proposed construction work under building perrm�t application number at the location of h 2 Assessor's Parcel Number. �J 70' 0 WO for the construction of an addition for 6-o✓r(pDYt5 does not equal or exceed the definition of "Substantial Improvement*" I am aware the building site is in a flood plain area, even though I am not required to comply with the flood plain management criteria. Property Owner: alto ka G Address: l `y0 J > a-/ Lo Phone Number: -71 /�'7, Signature: Date:'�� J© * Substantial improvement is defined as follows: Any repair, reconstruction, or improvement of a structure, the cost equals or exceeds 50% of the market value of the structure either, (a) before improvement or repair is started or (b) if the structure has been damaged, and is being restored, before damage occurred. Note: If improvement percentage equals or exceeds 40%, an appraisal is required on the existing building. Submit appraisal documents prepared by a certified appraiser. A new improvement percentage will be calculated. If improvement percentage exceeds 50%, a substantial improvement exists. LONGFELLow LUMBER CO. INC. Quality Design • Floor, Wall & Roof Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 9 (800) 678-0112 Fax (530) 893-0140 - E -Mail: trussesMongfellowlumberrcom Customer: �O Address: 1140 STANLEY AVE. "®2 04 ® 0 CHICO, CA L 2 � a O Aft Job No: ROGERS CARPORT ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 TO MATCH EXSIS 36-0-0 6-0-0 LAYOUT 24" O.C. RIGHT TO LEFT 'i` ROGERS CARPORT ADDITION 1140 STANLEY AVE. CHICO, CA HOT C'. A01 LATERAL 60CE hrT-hL_ 1S VAbb fW. RE PLAciuG CoF i . 6(LACES AT Y2. 0ll- AT 1%!. L{�T�IzPcL RU::5t:5 (g 2.'F" IGo.®12"oc. -.--'OP G b11 2 tROW5 0. G: TY�'. •-2x�} t�RAGE -A&G WITP WE;� (2xh . HAY L 5 � b'' pk - P. = roK i2�P�A►6114. K PG- fz riAclgq OP, Y_ -2N ...y2 polgr_6 pRAcE o4w FO rlT6 6RA,'-r--. 0'tP t P-Aol? HOS/n T ESE b0 ' 144E; LENGTH OP TyeE WEA.. TWO f2eTAIL l5 TO ESE U5EE7 A5 AN ALT. "POR ONE: &ONTINUOUS LATERAL L-, RAGE. C�R{�G� i��'CPcIL TRU5�r5 rte' 2�'' O.G.. TYP. NOTE: 2X3, 2X4, OR 1X4 GRADED LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-10D PER WEB (TYP). MAR z % -20OZ BRACE MAY BE.ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW)* RESTRAINT Rp-GLUIREP AT EAG• ENt? OP VFLAGE AHV AT '20l -o" INTER�lALS. - 12 -5* -M TO SUHHARY 6�5:ET POR REGOHHENPATIONE- OF T1IE TR[155 FLATS (NSTUTE: '2�5W[Ur MAY aFE PKol Mr2 I YTEWl lkGINU b�:1"Pc PjApWR4Errn .oK I2L4 (w -!q t,1. QB 19C -�' 1J4T� = N(ITE�. i� Trc `..,`T��v{l_t��Y" ,�if+7 •P_c'P�•.�cC - 17 <. SHAPED BLOCK CROSS BLOCK 1. SECTION C -C COMMON TRUSSES C RIDGE HIP .RAFTERS SHAPED BLOCK 1 CROSS BLOCK PLAN VIEW "C ALTERNATE DETAIL: WHEN HIP RAFTERS DO 'NOT MEET 0 COMMON TRUSS. 5�•�Pi�siparn0� 6Y vhlEps) O 5� 7 �° o,c• (n,nfr0rl tHIP TOP CHORD JACK EXTENSION END JACK " SETBACKCOMMON TRUSSESRUSSES 4,,,Q SECTION B -B . lmw. WO -2359 CALIFORNIA HIP YITr,k knduslrlom, Inc. 6-20-91 REV, 7//0/9 Z 1.1076= SEE ENGINEE12IA16 Fop- p4FrER, TAck AROTRUfS Db -516W, LATERAL STA/3/,L ITY OF Roof Sys TEM To p,E PROviory 13y PROTECT PESIGAIER, `� l�>2Ti:e �P1�l►7� psi ��) p 4--0'' o.c . Cn•1ao�. ) TOP CHORD BRACING PER TOP CHORD JACK EXTENSIONS ENGINEERING SPECIFICATIONS. m HIP 12, M\] SECTION A -A -Sop ' MT.) Fik-,TA k & pAFrC-jzS --� 'ioer CK Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 14 3/4 Center plpte on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft-in-sixteenths. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides Of truss and fully embed teeth. 1. Additional stability bracing for truss system, e.g. diagonal or x-bracing, is always required. See BCSI1. O ��/T� 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS cr•z cza wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS c� 4 3. Never exceed the design loading shown and never inadequately 4 2 stack materials on braced trusses. 4. Provide copies of this truss design to the building x orientation, locate U vb 0 designer, erection supervisor, property owner and plates 0-'Ag' from outside o- u U all other interested parties. edge of truss. - p 5. Cut members to bear fightly against each other. C7.8 C6.7 CS-6 F BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 65 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from 'Plate location details available in MRek 20/20 the environment in accord with ANSI/TPI 1. SOffiNar@ or upon request. 8otherwise f lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall notex ed 19% at time of fobrication AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 4 4 width measured perpendicular CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the x to slots. Second dimension is responsibility of truss fabricator. General practice Is to camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 8432, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing. BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek is not sufficient. BCSI l : Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER To PERFORM." ANSI/TPI 1 Quarity Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: MII.7473 0 �� NSS YPe ROGERS CARPORT ADDITION ROGE0424 Al CAL HIP J1 1 R28= Job Reference o tional Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434 6.500 s Mar 8 2007 Mfrek Industries, Inc Thu Apr 24 14:54:162008 Pane 1 2-0-0 5-5-0 0-5-15 38.12 4-2-11 3-6-12 0-515 5-5-0 2-0-0 Scale = 1:45.8 4x0 - 4.00 12 3x4 = 3x10 = 8x12 = 3X4 = 3.4 = 1.5x4 11 012 MT20H = , 4rA = yrg = 5-50 4-2-11 4-2-11 4-2-11 3-5.0 2-0.0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 TCDL 10.0 Plates increase 1.25 Lumber Increase 1.25 TC 0.69 BC Vert(LL) -0.27 12-13 >954 240 MT20 220/195 BCLL 0.0 Rep Stress Ina NO 0.82 WB 0.90 Vert(TL) -0.81 Horc(TL) 0.19 12-13 >321 180 9 n/a n/a MT20H 165/146 BCDL 10.0 Code IBC2006/TP12002 (Matrix) Weight: 102 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 G TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins, BOT CHORD 2 X 4 DF No.t&Btr G except WEBS 2 X 4 DF Std G 2-" oc purlins (2-514 max.): 3-0. REACTIONS (Ib/size) 2=1742/0-3$, 9=2009/0-3-8 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Max Horz 2=28(LC 5) Max Uplift 2=192(LC 3), 9=205(LC 4) Max Grav 2=1743(LC 7), 9=2009(LC 1) FORCES Qb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0137.2-3=-4484/431. 34--4169/413.4-15=5372/540,5-15=5372/540, "=2903/316, 6-7=141/429,7-"- /36 BOT CHORD 2-14=388/4226, 14-16=511/5372, 1316=511/5372, 13-17=-484/5045, 12-17=-484/5045, 11-12=484/5045, 11-18=-484/5045, 10-18=-484/5045, 9-10=284/2897, 7-9=363/163 WEBS 314=-j3/715, 4-14=1401/137, 4-13=0/149, 5-13=35/363, 5-12=0/257, 5-10=2327/221, 6-10=73/977, 6-9=-3651/421 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 85mph; h=25ft; TCDL=6.Opsf, BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 2 and 205 Ib uplift at joint 9. 10) This truss Is designed in accordance with the 2008 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 11) Girder carries hip end with S -O-0 end setback. 12) Design assumes 412 (flat orientation) purlins at oc spacing Indicated, fastened to truss TC w/ 2-10d nails. ' 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 270 lb down and 42 Ib up at 17-11-4, and 270 lb down and 42 lb up at 5-0-12 on top chord. The design/selection of such connection devioe(s) Is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 A WARNING - Verify design parameters, and READ NOTES ON TIaS AND INCLUDED MrrEK REFERENCE PAGE MB -7473 BEFORE USE. Design valid for use only wtih MITek connectors. This design is based only upon parameters shown, and is far on 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 tr clMdual web members only. Additional temporary tracing to Insure stability during coruhmIlon is the responsibility of the erector. Additional permanent bracing of the ovemll shucture Is the responsibility of the building designer. For general guidance regarding M iTek' fabrication. cluorrty, control. storage. deMery, erection and brooccilrrtna�,� consult ANSI/TPII Quality Criteria, DSB-89 and BCSII BuBding Component Safety Information available from Truss Plate Institute. 583 D'OnoMo Drive. Madison, 53719. X F--ess,�R�`- . 7777 Greenback Lane, Suite 109 Citrus Halhie. CA,95610 Job rus3 rus5 YPe ROGERS CARPORT ADDITION ROGE0424 All CAL HIP R283305B4 1 1 Longfellow Lumber Co., Ina, CAico, Job Reference (optional) Ca. 95926.7434 6.500 a Mer 8 2007 MrTek Industries, Inc. Thu Apr 24 14:54:16 2008 Page 2 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=116, 6-8=60, 2-9=39(F=19), 7-9=-19(F) Concentrated Loads (lb) Vert: 3=270 6=270 ® WARNING - V.* design peramehae and READ NOTES ON THIS AND INCLUDED MITFK REFERENCE PAGE MI -7473 BEFORE USE. Design for e valid use only with MITek connector. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design paramenters and proper Incorporation of component is responsiila ft of building designer - not truss designer. Bracing shown is for �� lateral support of Individual web members only. Additional temporary bracing to Insure stability dudrg eonstruc8on k the resporafbYOty, of the erector. Additional permanent bracing of the overall structure B the responsibility of the building designer. For general guidance pgordusg fobdcotbn, M iTI quality contral, storage, deMery, erection and braGng, consult ANSI 11 Quality Criteria, DSB-80 and BCSII BuBdIng Component Safety Information available from Truss Plate Institute. 583 DrCnofrlo Drive. Madison. WI 53719. 7777 Greenback Lane, Suite tog Citrus Hel hts 95610 O reSs NSS y� ROGERS CARPORT ADDITION ROGE0424 A2 CAL HIP 1 1 R28330585 Job Reference (optional) Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434 6.500 a Mar 8 2007 Mrrek Industries, Inc. Thu Apr 24 14:54:17 2008 Page 1 2.0-0 7-5-0 0-5-15 310.1 3-1D-1 0.5-15 7-5.0 2-" Scale =1:45.6 4xe A nn 3x4 = Sxl2 = 3.4 4x4 = 3x4 3x4 = 7-5-0 8-8-0 5-5-0 2-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 TCDL 10.0 Plates increase 1.25 TC 0.51 Ven(LL) 0.13 9-11 >999 240 MT20 220/195 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.47 9-11 >557 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code IBC2006/TPI2002 (Matrix) Weight 99 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 G TOP CHORD BOT CHORD 2 X 4 DF No.1 G WEBS 2 X 4 DF Std G BOTCHORD REACTIONS (Ib/size) 2=977/0-3-8.8=1140/0-3-8 Max Horz 2=32(LC 6) Max Uplift 2=186(LC 3), 8=208(LC 4) WEBS FORCES 0b)- Maximum Compression/Maximum Tension TOP CHORD 1-2=0/37.2-3--1966/337, 3-4=1796/327,4-5=1389/261.5-6--151/551. 6-7/36 BOT CHORD 2-11=290/1807, 10-11=278/1768.9-10=278/1768,8-9=219/1387,6-8=461/174 WEBS 3-11=59/312.4-11=149/90,4-9=525/67, 5-9=81/407,5-8=2008/369 Structural wood sheathing directly applied or 4-1-11 oc purlins, except 2-0-0 oc purlins (4-4-12 max): 3-5. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 6-8. 1 Row at midpt 5-8 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 85mph; h--25ft; TCDL=6.Opsf; BCDL=4.2psf; Category 11; Exp B; enclosed; MWFRS; cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 Ib uplift at joint 2 and 208 Ib uplift at joint 8. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. LOAD CASE(S) Standard 8 April 24,2008 A WARNING - Verify d.ign parameters end READ NOTES ON TRIS AND INCLUDED MrrEK REFERENCE PAGE MB -7473 BEFORE USE. Design valid for use only with MITek connectors. This design B based only upon parameters shown, and B for an Individual building component. Applicability of design paromenters and proper incorporation of component Is responsibPdy buil9ng of designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. _ WOW For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI 11 Quality Criteria, DSB-89 and Ball Building Component Safely Information available from Truss Plate Institute. 583 D'Onofno Drive. Madson. WI 53719. A.r,.=.r..o... 7777 Greenback Lane, Suite 109 Citrus Hei his 95610 Job russ �Zss YPe ROGERSCARPORTADDTION ROGE0424 A3 HIP 1 t R28330586 Longfellow Lumbar Co., Inc..ob Reference (optional), Chico, Ce. 85928-7434 6.50D s Mer 8 2007 Mrrok Industries, Inc. Thu Apr 24 14:54:18 2008 Pegs 1 4-11-5 9 1 2-0-0 4-115 4-511 0.515 3-8-2 4515 4-511 4-11-5 - 2-0-0 Stale - 1:45.6 4.4 ztr 1.5.4 11 3.4 = 3x8 = 3x4 = 1.5x4 II 3.4 4-11-5 4-511 4-8-0 4.511 2-11-5 2-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.07 13-14 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.22 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.07 9 We n/a BCDL 10.0 Code IBC2006/TPI2002 (Matrix) Weight: 107 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 G TOP CHORD Structural wood sheathing directly applied ono -5-14 oc pudins, BOT CHORD 2 X 4 OF No.1 G except' WEBS 2 X 4 OF Std G 2-" oc purlins (57-6 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing, Except REACTIONS (Ib/size) 2--97510-3-8.9=114210-3-8 6-0-0 oc bracing: 7-9. Max Harz 2=36(LC 5) ' Max Uplift 2=182(LC 3), 9=204(LC 4) FORCES (lb) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/37.2-3--19921322. 3-4=1554/271.4-5--1320/236, 5-6--1424/247,6-7=175/649,7-8=0/36 BOT CHORD 2-14=286/1833,13-14--286/1&33,12-13--213/1440,11-12=185/1161, 110-111=185/1111611.9-110=1185/111611, 7-9=576/193 WEBS 3-14=33/183, 3-13=-416/83,4-13=-61/299,4-12=240/36,5-12=54/219. 6-12=26/217,6-10=24/113, 6-9=1956/353 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 85mph; h=25ft; TCDL=6.Opsf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS; cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-641 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 Ib uplift at joint 2 and 204 Ib uplift at joint 9. 9) This truss is designed in accordance with the 2006 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Design assumes 42 (flat orientation) puffins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard April 24,2008 A WARNING - Verify deaign parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE Ma -7473 BEFORE USE. Design valid for use only with MfTek 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. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the respons®9fity of the erector. Additional permanent bracing of e overall stnrchxe is me responsibility of the bueding designer. For general guidance regarding M iTek` fabrication, quality control. storage, delivery. erection and bracing. corsutt ANSI 11 Quality Criteria, DSB-89 and 8CSI1 Building Component Safety InfomwBon available from Truss Plate Institute, 583 D'Onofrno Drive. Madison, WI 53719. 7777 Greenback Lane, suite 109 Citrus Hei his CA 95610 a rues russ YPe LOADING (psf) ROGERS CARPORT ADDITION- ROGE0424 A4 � ] HOWE 17 1 828330587 Longfellow Lumber Co., Inc.. Chico. Ca. 9592&7434 BCLL 0.0 Rep Stress Incr YES WB 0.75 Job Reference (optional) -2 5 2-0-0 6-3-6 55-10 5.510 53-6 2-0-0 Scale= 1:44.4 4.6 = 4 ISM II 3x8 = 3x4 = 1.5x4 II 3x4 I- FA KA 6-3-6 5.510 5510 4-3.6 2-" Plate Offsets MY): 16:0-3-14.0-1-81 LOADING (psf) SPACING 2-" CSI DEFL In (loc) Vdefi L/d PLATES GRIP TCLL 20.0 TCDL 10.0 Plates Increase 1.25 Lumber Increase 1.25 TC 0.41 BC 0.50 Vert(LL) -0.0711-12 >999 240 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.75 Vert(TL) -0.22 9-11 >999 180 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code IBC2006ITP12002 (Matrix) Weight 103 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 G TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc pudlns. BOT CHORD 2'X 4 DF No.1 G BOT CHORD Rigid ceiling directly applied WEBS 2 X 4 DF Std G or 10-0-0 oc bracin t 9, Exce p 6-0-0 oc bracing: 6.8. REACTIONS (Ib/size) 2=976/0-3-8, 8=1141/0.3 Max Horz 2=42(LC 5) Max Uplift 2=177(LC 3), 8=198(LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/37, 2-3=1926/300, 3-4=12621110, 4-5=1261/214, 5-6=158/606, 6-7=0/36 BOT CHORD 2-12=265/1765,11-12=265/1765, 10-11=184/1320,9-10=184/1320.8-9--184/1320,6-8--5221179 WEBS 3-12=-41/239, 4-11=101/478, 5-9--02/172, 3-11=-691/131, 5-11=263/53, 5-8=-2008/348 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 85mph; h=25fh, TCDL=6.OpsF, BCDL=4.2psF, Category II; Exp B; enclosed; MWFRS; cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 24)-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 Ib uplift at joint 2 and 198 ib uplift at joint 8: 8) This truss Is designed In accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSIIrPI 4Q -C)FE `eft1. r^! LOAD CASE(S) Standard¢1, CX C ..... April 24,2008 ® WARNING - Verry design Pa eters and READ NOTES ON THIS AND INCLUDED mrrEK REFERENCE PAGE MR -7473 BEFORE USE.��� Design valid for use only with Mriek connectors. This design's based only upon parameters shown, and is for on Individual building component. Applicability of design paromenters and proper incorporation of component Is resporsiblity, of building designer - not muss designer. Bracing shown Is for lateral support of Inc Mdual web members only. Additional temporary bracing to Insure stability during construction Is Me responsibility of the MW erector. Additional permanent bracing of the overall structure the e respondW ly of the building designer. For general guidance regarding fabrication, quality control storage, delivery. erection and bracing, corsuh ANSI 11 Oualiy CrIterb, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D'Onotno Drive. Madison, WI 53719. 7777 Greenback Lane, Suite log Clhua Hei Me CA 95610 �I f riAT� i GEOTECHNICAL REPORT., o for the Rogers Carport • w APPLIED TESTING CONSULTANTS ao 01. 0\lrp Cb Ole prepared for Russ Collar Construction May 14, 2008 GEOTECHNICAL REPORT ' For Russ Collar Construction Rogers Carport ' Chico, California May 1.4, 2008 1 APPLIED TESTING CONSULTANTS 3060 Thorntree Drive, Suite #10 Chico, CA 95973 i ' Russ Collar Construction May 14, 2008 ' TABLE OF CONTENTS 1.0 INTRODUCTION.............................................................................................................. 1 1.1 General..........................................................................................................................1 ' 1.2 Scope ....... ..........`.:.............................................................................................. 1 • 1.3 Attachments .................... 2.0 FINDINGS......................................................................................................................... 1 2.1 Site Description................................................................................................. 2.2 Subsurface Soil Conditions......................................................................................... 1 2.3 Ground Water......................................................................: .............. 1 ......................... 3.0 CONCLUSIONS AND RECOMMENDATIONS............................................................ 2 3.1 Site Clearing .....:............. 3.2 Site Preparation....................... :.................................................................................... 2 ' 3.3 Soil Expansion Potential.............................................................................................. 3 3.4 Liquefaction Potential..................................1................................................................ 4 3.5 In Place Relative Density............................................................................................ 4 ' 3.6 Site Geology & Seismicity.......................................................................................... 4 3.7 Foundation Design..............................................:........................................................ 6 3.8 Slab-on-Grade................:......................................:.....................................................6 3.9 Pavement Design......................................................................................................... 7 4.0 LIMITATIONS..................................................................... Figures: Figure 1: Site Location Figure 2: Test Pit Location Plan Figure 3: Unified Soil Classification System ' Figure 4: Earthquake Epicenter Map Appendix A — Field Investigation Description & Logs Appendix B — Laboratory Test Data \\Otto\C\Work\2008\040-Rogers Carport Soils\report.doc page 1 Russ Collar Construction May 14, 2008 1.0 INTRODUCTION 1.1 General We have completed a geotechnical engineering investigation of the site for the proposed Rogers Carport in Chico, California. The purpose of our investigation was to explore the site, investigate subsurface soil conditions, and to provide design recommendations for the preparation of the proposed development. This report represents the results of our work. 1.2 Scope ' The scope of our work included: a field exploration consisting of one Test Pit, testing and analysis of soil samples obtained from Test Pit 1, and the preparation of a report containing our findings and recommendations. ' 1.3 Attachments ' This report contains Site and Test Pit Location Plans, a Profile Log for Test Pit 1, and our Laboratory Test Data Sheets (including Atterburg Limits & Gradations). See Figures and Appendices. 1 2.0 FINDINGS 2.1 Site Description ' The development site is located at 1140 Stanley Avenue in Chico, California, off of Dayton Road, and is 0.56 acres in size (see Figure 1). Residential development borders the site on all sides. The proposed development for the site is for a carport, which is to be attached to the existing garage. On the date of our visit, 8 May 2008, there was an existing residential building, garage, ' storage until, and pool on the site. The proposed carport is to be located between the garage and the storage unit. The site is rectangular in shape. 2.2 Subsurface Soil Conditions With a hand auger, one excavation was made to a depth of five feet, as seen in Test Pit Log ' 1. It was determined that the test pit was of sufficient depth to represent the soil profile of the building pad. All excavations revealed relatively consistent subsurface soil for the site. The surface soils are predominately CL -sandy lean clay. After the test pit was dug and soil ' samples taken, the hole was filled with excavated material. The backfill materials in the hole were not properly compacted to any standard specifications. ' 2.3 Ground Water Groundwater evidence was discovered in the test pit at the time of our exploration at a depth of four and a half feet below grade. Perched water was not encountered. \\Otto\C\Work\2008\040-Rogers Carport Soils\report.doc page 1 IRuss Collar Construction May 14, 2008 ' 3.0 CONCLUSIONS AND RECOMMENDATIONS At the time that this report is being prepared, it is our understanding that the proposed ' construction at this site consists of lightweight residential construction with pier foundations. The recommendations contained in this report are based upon these assumptions. ' 3.1 Site Clearing Prior to site grading, all trees, surface weeds, expansive clays, and organics should be removed from the construction areas. The soil portion of this material can either be removed or stockpiled for later use in landscape areas. After clearing has been completed, a representative of our office shall inspect the site to verify that all vegetation and loose debris have been removed prior to the commencement of construction. The extent of soil removal may vary depending upon the findings of this subsequent inspection. Loose soils may be ' exposed after scarification requiring further removal. 3.2 Site Preparation ' Tree roots larger than one inch in diameter within five feet of the building pads or within driveways or roadways shall be removed, over excavated and replaced with properly ' compacted engineered fill. Any existing septic and water systems shall be removed, over excavated and replaced with properly compacted engineered fill. The finished pads may vary from the scarified depth. Building pads are to bear on a minimum of 12 inches of non - expansive, compacted soil. Fills shall be compacted in accordance with the procedures described in the following paragraphs. ' Prior to placement of engineered fill within the pad areas, all tree stumps and roots shall be removed and replaced with compacted engineered fill. The exposed sub -grades should be moisture conditioned and compacted to a minimum of 90% relative compaction, based on ' test method ASTM D1557. Engineered fill should be placed in 8" loose lifts, moisture conditioned and compacted to 90% relative compaction. The compacted thickness of each layer shall not exceed 6 inches. Compaction control and testing should be performed by a ' qualified testing agency to insure the recommendations of this report are followed. Depending on the amount of rock encountered in the on-site or import soils. We recommend that compaction testing be performed using Sand Cone methods (per ASTM D1556), or ' Nuclear Density methods (per ASTM D2922). ' Prior to placement of engineered fill within roadways, all tree stumps and roots shall be removed and replaced with compacted engineered fill. The exposed sub -grades should be moisture conditioned and compacted to a minimum of 95% relative compaction, based on ' test method ASTM D1557. Engineered fill and road base should be placed in 8" loose lifts, moisture conditioned and compacted to 95% relative compaction. We also recommend that the road sub -grade be benched to facilitate compaction efforts and increase surface stability. ' The compacted thickness of each layer shall not exceed 6 inches. Compaction control and testing should be performed by a qualified testing agency to insure the recommendations of this report are followed. Depending on the amount of rock encountered in the on-site or ' import soils. We recommend that compaction testing be performed. using Sand Cone methods (per ASTM D1556), or Nuclear Density methods (per ASTM D2922). \\Otto\C\Work\2008\040-Rogers Carport Soils\report.doc page 2 ' Russ Collar Construction May 14, 2008 If imported off-site material is required to build the pads to finish grade, it must be approved by a representative from our office and meet the following minimum criteria. Import material must have a plasticity index of less than 4; be non -expansive (EI<20); have 100% passing the 3" sieve; 30% to 60% passing the #4 sieve; and no more than 20% passing the #200 sieve. 0 3.3 Soil Expansion Potential The surface and near surface soils encountered at the site were found to contain a certain amount of clay, which has potential for volumetric changes. The results from the plasticity index tests (see test data in appendix B), showed a liquid limit and plasticity index consistent with expansive soils; as a result, the soil is considered to be slightly expansive. A qualified representative from our office should inspect the rough foundation excavations in order to determine if the following expansive soil recommendations are required. Also, due to the limited area in which expansive soil is present on the site, a qualified representative can determine which of the subdivision lots will be affected by expansive soil. There are several solutions that will eliminate or reduce the potentially deleterious effects of expansive soils. Slabs on grade and pavements are particularly sensitive to swell and shrinkage of the soils subgrade. If slab -on -grade is to be used, a list of options is provided below: 3.3.1 Remove or cover all expansive materials and replace with non -expansive fills. 3.3.2 Modify the existing soils with a chemical treatment, (lime, gypsum, concrete, etc.). 3.3.3 Change to a post and beam foundation engineered as grade beams capable of spanning 4'-0" voids or swells, or with bottom of footing placed beneath the expansive materials, or beneath where expansion is expected to occur. 3.3.4 Design slabs to resist movements i.e., post -tension slab, waffle slabs, thick slabs or other reinforcing methods. 3.3.5 Modify construction to conform to the following list of six recommendations. 3.3.5.1 Extend the perimeter footings to a depth of 18" below the surrounding natural grade. The purpose of this is to minimize the effects of seasonal variations in moisture content of the supporting soil. The deeper foundations will also help minimize desiccation of the soil from water absorption through the roots of adjacent shrubbery and/or trees used in landscaping. 3.3.5.2 Do not landscape next to the perimeter of the foundation with shrubbery and/or trees. The trees may grow root systems that can extend under the foundation. 3.3.5.3 Footing trenches should be pre-soaked for a minimum of six hours prior to placing concrete. Excess water should be removed or allowed to soak in. Care must be taken to prevent a muddy condition at the time of concrete placement and to \\Otto\C\Work\2008\040-Rogers Carport Soils\report.doc page 3 Russ Collar Construction May 14, 2008 prevent mud on the surface of the reinforcing bars. The soil in the trench bottoms should be moist, but firm at the time concrete is placed. 3.3.5.4 A minimum of 4" of crushed rock or 3/4" x #4 gravel should be installed under the floor slab to act as a capillary break. After the gravel is placed the area should be soaked uniformly for a period of six hours before placing concrete. Install a plastic moisture barrier and a 2" sand blanket over the gravel to limit dampness on the slab surface during winter months. 3.3.5.5 Do not use welded wire fabric or fiber -mesh as the primary reinforcement, use deformed rebar. 3.3.5.6 Contraction joints should be installed at intervals not to exceed twenty feet in any direction. Such joints may be formed by deep (3/4") grooving or by the installation of Zip Strips. 3.3.5.7 Allow for slab vertical movement at edges. The five options listed above are not intended to exclude other engineered solutions. The completed engineering may include more than one of the several options or other engineered solutions. Options one and two are intended to eliminate soil expansion. Options three and four are intended to resist the effects of the soil expansion. Option five is intended to reduce the amount of soil expansion. The best solutions are obviously one and two, but they may not be feasible from an economic standpoint. Options three, four, and five have been provided as options to reduce but not eliminate damage to structures. However, even under ideal conditions the risks for -damage to structures due to the swelling and shrinking of soils are not completely eliminated. The intent for this site is to not use slab -on -grade construction in the building areas where expansive soil is present per 3.3.5.2 or 3.3.5.3. 3.4 Liquefaction Potential No soils were observed that would be prone to liquefaction in the subsurface excavation. If sands are discovered during site excavation, ATC shall be notified of the presence of such soils. 3.5 In Place Relative Density In Place Relative Density tests were not performed on the surface soils. 3.6 Site Geology & Seismicity Butte County and the surrounding area are located on the western portion of a faulted and downwarped series of ancient metamorphic rocks of the Western Sierra Nevada Mountain \\0tto\C\Work\2008\040-Rogers Carport Soils\repon.doc page 4 Russ Collar Construction May 14, 2008 Range. Granitic rocks associated with Mesozoic thrust faulting are located in the eastern portion of the County. In the western portion of the County, gently folded younger and sometimes faulted sediments of the Sacramento Valley overlie older metamorphic rocks similar to those of the Sierra Nevada. The stratigraphic and structural trend of metamorphic rocks is generally northward with steeply dipping bedding in most places. The basic site geologic formation is a Pleistocene alluvium (Modesto Formation). The formations and geologic structure of the County appear to be controlled or strongly modified by Cenozoic faults extending along the western portion of the Sierra Nevada Mountains and trending north-northwest along with the Big Bend, Camel Peak, Dogwood Peak, Rich Bar, and Melones faults, most of which lie to the north and east of Butte County in the area of volcanic intrusions. The more recent seismic activity lies with the Cleveland Hills fault (1975-1976), Swain Ravine (Late Quaternary), Spenceville Fault Zone (Late Quaternary, possibly Holocene) and the Highway 49 Fault Zone (Late Quaternary). Most Sierra Nevada faults are a combination of strike slip and thrust movements. (Bailey, Geology of Northern California, California Division of Mines and Geology.) The site is not within an Alquist-Priolo Special Studies Zone, according to the' State of California and the USGS. There are no faults running directly through the site, according to the book "Maps of Known Active Fault Near -Source Zones in California and Adjacent Portions of Nevada" prepared by California Geological Survey (formerly the California Department of Conservation Division of Mines and Geology) in cooperation with SEAOC. Earthquake related ground shaking should be expected during the life of structures constructed on this site. The California Geological Survey has defined an active fault as one that has had surface displacement in the last 11,000 years, or has experienced earthquakes in recorded history. Using the EQSEARCH computer program by Blake (2000), a 100 -mile radius search was performed of historic events, (with a minimum magnitude of 4.0), dating from the years 1800 to 2004. A total of 283 earthquakes were found with a maximum magnitude of 6.4; the earthquake closest to the site was about 3.9 miles (6.3 km) away and the largest site acceleration was about 0.173g, (computed using attenuation relationships from Idriss 1994, Boore et al. 1997, Sadigh et al. 1997, Abrahamson & Silva 1997 and Campbell & Bozorgnia 1997). Based on the EQFAULT computer program by Blake (2000), the maximum deterministic peak ground acceleration (PGA) was computed to be 0.483g, (again computed using attenuation relationships from Idriss 1994, Boore et al. 1997, Sadigh et al. 1997, Abrahamson & Silva 1997 and Campbell & Bozorgnia 1997). Based on the California Geological Survey, the probabilistic peak ground acceleration (PGA) that has a 10% probability of exceedance in 50 years was computed to be 0.186g. Properly designed structures, using the current California Building Code requirements, should be constructed to reduce the damage from a strong ground shaking. Based upon our research the following ASCE 7-05 (2007 California Building Code) earthquake design criteria should be used by the Structural Engineer: \\Otto\C\Work\2008\040-Rogers Carport Soils\report.doc page 5 ' Russ Collar Construction May 14, 2008 ASCE 7-05 Seismic Variables, (USGS based) ' Site Class: D Ss, Period 0.2 sec.: 0.599g S1, Period 1.0 sec.: 0.230g tSMs = Fa x Ss: 0.79lg SM1 = Fv x Sl: 0.446g ' SDs = 2/3 x SMs: 0.528g SD1 = 2/3 x SMI: 0.297g Seismic Coefficients: Fa=1.320, F,=1.941 3.7 Foundation Desi ' Our field investigation and laboratory test results indicate that the existing native soils, at the proposed site, are adequate for support of lightweight residential construction. The buildings proposed for this site may be supported upon conventional spread footings and continuous perimeter footings. Based on results of our laboratory testing performed on samples of the predominant soil type encountered, foundations should be designed in accordance with the recommendations provided below. For this project, finish pad subgrade shall be defined as, the surface on which the capillary break/moisture barrier materials are placed." Foundations bearing on native or fill materials may be sized for vertical compression loads utilizing maximum allowable soil pressures of 1,500 pounds per square foot (psf) for dead and live loads, and may be increased to 2,000 pounds for all loads including wind or seismic forces. Lateral sliding resistance may be computed using a friction coefficient of, µ = 0.35. Foundation designs accounting for lateral bearing may use a lateral bearing pressure of 250 pcf. ' Plasticity index testing, along with gradation analysis, were performed on several samples that are representative of the subsurface soil types encountered. The results of these tests are included in the attachments. Although the structural engineer should make the final determination of foundation reinforcement, we recommend as a minimum, that foundations contain it single #4 bar placed at the top and bottom of all foundations. It is further recommended, that foundation reinforcement should be consistent. 3.8 Slab -on -Grade Interior slab -on -grade floors should be underlain with a 4" layer of free -draining gravel. The gravel should be graded, such that, 100% passes the 1" sieve, and not -more than 2% passes the #4 sieve. Over the gravel, should be a durable vapor barrier of visqueen, which is 10 ml. or thicker, covered by 2" of moist, clean sand. These will both serve as capillary moisture deterrents, as well as, to promote uniform curing of the slab concrete. \\Otto\C\Work\2008\040-Rogers Carport Soils\report.doc page 6 ' Russ Collar Construction May 14, 2008 For slab -on -grades, we recommend that slabs be reinforced with reinforcing bars or welded wire fabric. This reinforcing will minimize cracking, if minor differential settlement occurs beneath the slab. It is important that the slab reinforcing be located in the middle of the'slab, ' and it be held in place during concrete placement. See section 3.3 for additional subgrade recommendations. Contraction joints should be installed at intervals not to exceed twenty feet in any one direction. Such joints may be formed by deep (3/4") wet grooving while the concrete is still ' plastic, or by the installation of Zip Strips. 3.9 Pavement Design We have been advised that R -Value testing and pavement design would not be required within this report. 4.0 LIMITATIONS Our recommendations are based upon the information provided regarding the proposed construction, combined with our analysis of site conditions revealed by the field exploration and laboratory testing programs. We have used our best engineering judgment, based upon r the information provided and the data generated from our investigation. Our test pits were dug in locations determined to be representative of the site. However, if the proposed construction is modified or re-sited, or if it is discovered during construction that subsurface conditions differ from those encountered at the boring locations, we should be afforded the opportunity to review the new information or changed conditions, to determine if our ' conclusions and recommendations must be modified. We do not claim that our recommendations are suitable for discovery items or other site changes other than the conditions and testing specifically discussed in this report. Furthermore we cannot be held ' responsible for discovery items or other site changes. The investigation is intended to develop geotechnical recommendations from the soils and ' conditions revealed by the test pits and subsequent laboratory work. It is not intended that our investigation will un -earth or detect items or problems deliberately or inadvertently. concealed by others. Ash pits, buried trees or other concealed items and their discovery are ' not the responsibility of ATC. Furthermore we cannot be. held responsible for concealed items. If there is a substantial lapse of time between the submission of our report and the start of construction at the site, or if the conditions have changed due to natural causes or construction operations at, or adjacent to the site, we urge that this report be reviewed to determine the applicability of the conclusions and recommendations considering the changed conditions and time lapse. This report should not be used after 3 years. We would appreciate the opportunity to review the final plans and specifications to determine if the intent of our recommendations has been implemented in those documents. \\Otto\C\Work\2008\040-Rogers Carport Soils\report.doc page 7 Russ Collar Construction May 14, 2008 Applied Testing Consultants is not the foundation design engineer for this project. Design for consolidation, differential settlement and bearing on fill materials are by others. We emphasize that Applied Testing Consultants does not represent that these test results and/or recommendations are suitable, whether or not modified, for any other site or development on this site, other than the one for which they were specifically prepared. Applied Testing Consultants disclaims responsibility for these test results and/or recommendations if they are used whole or in part at any other site or type of development on this site. Applied Testing Consultants (ATC) Brad Forsythe President & Director of Operations \\0tto\C\Work\2008\040-Rogers Carport Soils\report.doc Charles Roberts, PE, MS C-038692 Exp. 3/31/09 Staff Engineer Russ Collar Construction May 14, 2008 Figures a / t w rb PIZ esss♦"% � � • t » t ,.�♦i . "' � � BM �:v Ate, , •l 1�; � � iv CH e~ � dor :. .. rQ• _ �' �� � � - ¢ �q ,� CfEM �'�_�� f ' 4❑ a �Ir � '`, � �` �� .t "'� � '' ale � "` � •�� P I a Jar 4 , 2 2 v ♦ _ �. { 2 Rzrbcr I 1 _ ---- ­MVI: •��>, Site Location TfvE dark� /x' ♦ .i X11 I�VC� a > u as �'i / � ! .�F b a t n „ s� CaIN�iS q 1S9• a ♦ ° 2 Viwiv Al ♦ w =° W I ; MT 9 Vii[ .t kw f W iMR ? ,.�' •� x q �i•� • .. u.. a en -' •.ate* 'Y : �: '� "� ss 9 tit , BM las N. a b / � ?♦,ey�.i.• a ♦i99Y� �♦ w�b !k� � ���' ��hb � ,�,'P�� OSm elf_ a 44 ♦p�Ti � <IQ T C� iM E ,9 60 _ ,1 ♦y �� ex�g� e� �a ��.: •? � w ttaa ii r � � �i� £ffi i s � ♦m a N� m �\ `'a ♦� e♦ Figure 1: Site Location' .' N * r ♦gin.•.: �s T1MN -♦♦bo • ` .�.: I I15h4° =FEET 0 sm 1000 WRFS Y Printed from TOPOI X2001 National Geogephic Holme (www.topo.com) 441, rf •cry i,i �. % c� ^ i.�. x. - P i.i '� • �� a �L � TN 14 Cal .0 lb - Figure 2. Test Pit Location Plan 15%* Iwo FEET 1 0 Printed- from TOPO! m2001 NationdGeol UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS SYMBOLS CODE TYPICAL NAMES Grain Size <3 Very Loose GW �.:: ' Well graded gravels or gravel - sand mixtures, little or no fines Above 12" Above 305 COBBLES 12" to 3" 305 to 76.2 Ell GRAVELS GRAVELS 76.2 to 4.76 '0 � Poorly graded gravels or gravel -sand mixtures, little of no fines d d (More than 71 of coarse 3/4" to No. 4 C SAND GM 4.76 to 0.074 Silty gravels, gravel - sand - silt mixtures O A fraction > No. 4 sieve size) A - d W y N No. 10 to No. 40 2.00 to 0.420 fine ( f) No. 40 to No. 200 Z o „ SILT & CLAY GC Below 0.074 Clayey gravels, gravel - sand - clay mixtures • -ttv N wcSW � •: • • ' Well graded sands or gravely sands, little or no fines SP Poorly graded sands of gravely sands, little or now fines o N SANDS p(More than 4 of coarse SM Silty sands, sand - silt mixtures U fraction < No. 4 sieve size) SC Clayey sands, sand - clay mixtures ML Inorganic silts and very fine sands, rock , silty or clayey fine o SILTS & CLAYS sands or clayey silts with slight plasticity -2 z Cn CL Inorganic clays of low to medium plasticity, gravely clays, sandy v LL < 50 clays' silt clays, lean clays OL Organic silts and organic silty clays of low plasticity w o ; w Inorganic silts, micaceous of diatomaceous fine sandy or silty CD CD SILTS & CLAYS coils, elastic silts w CH Inoiganic clays of high plasticity, fat clays LL > 50 OH Organic clays of medium to high plasticity, organic silty clays, organic silts HIGHLY ORGANIC SOILS PT= _ _ _ _ Peat and other highly organic soils OTHER SYMBOLS = Drive Sample: 2-1/2" O.D. California sampler = Drive Sample: no recovery = Initial Water Level �f =Final Water Level - — — = Estimated or gradational material change line = Observed material change line Laboratory Tests PI = Plasticity Index EI = Expansion Index UCC = Unconfined Compression Test TR = Triaxial Compression Test GR = Gradation Analysis (Sieve) CON = Consolidation Test APPLIED TESTING CONSULTANTS GRAIN SIZE CLASSIFICATION CLASSIFICATION RANGE OF GRAIN SIZE Below/ ft. Description U.S. Standard Grain Size <3 Very Loose sieve size in Millimeters BOULDERS Above 12" Above 305 COBBLES 12" to 3" 305 to 76.2 GRAVEL 3" to No.4 76.2 to 4.76 coarse\se (c) 3" to 3/4" 76.2 to 19.1 fine ( f) 3/4" to No. 4 19.1 to 4.76 SAND No. 4 to No. 200 4.76 to 0.074 .,coarse (c) No. 4 to No. 10 4.76 to 2.00 medium (m) No. 10 to No. 40 2.00 to 0.420 fine ( f) No. 40 to No. 200 0.420 to 0.074 SILT & CLAY I Below No. 200 Below 0.074 CONSISTENCY CLASSIFICATION COHESIVE SOILS GRANULAR SOILS Description Below/ ft. Description Below/ ft. Very Soft <3 Very Loose <5 Soft 3-5 Loose 5-15 Medium ( firm) 6-10 Medium Dense 1640 Stiff II -20 Dense 41-65 Very Stiff 2140 Very Dense > 65 Hard >40 Figure 3 3060 Thorntree Drive, Suite #10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 EARTHQUAKE EPICENTER MAP Rogers Carport Soils 1100 1000 900 �. \ 80o IE\O 700 SL J lL } r1 h 600-- 500-- 400-- 300-- 200-- 00 500 1 400 ` ` \ 300 ) 200 LEGEND M=4 100 0 M=5 � LJ M=6 . Q M=7 0 1h 0 OM=8 -100 -400 -300 -200 -100 0 100 200 300 400 500 600 Figure 4: Earthquake Epicenter Map Test Pit Log PROJECT: Rogers Carport CLIENT: Russ Collar Construction LOCATION: Chico, CA EQUIPMENT: Hand Auger TEST PIT NUMBER: 1 DATE EXCAVATED: 5/08/08 TOTAL DEPTH: -5'-0" LOGGED BY: A. Plant Depth Log Soil Description i Brown Sandy Clay i 3 Sample TPI -S1 @ -1'-0" thru 5'-0" - GR, PI, CL -Sandy Lean Clay 4 5 Terminated @ -5'-0" 6 7 8- 9- 910 10 Attachment (1) APPLIED TESTING CONSULTANTS 3060 Thomtree Drive, Suite #10 - Chico, CA 95973 - Telephone: (530) 891-6625:- Facsimile: (530) 891-4243 Russ Collar Construction May 14, 2008 Appendix B Sieve Hnd1y515 - rine Client: Russ Collar Construction Address: 975 East Ave. #127 City, State, zip: Chico, CA 95926 attn.: Russ Collar Project: Rogers Carport Sample source: Sampled by ATC Sample Description: CL -Sandy Lean Clay Sample location: Test Pit 1, Sample 1 Sample depth: taken at minus 1'-0" thru 5'-0" 100.0% 3 Start Wt, Course: Start Wt. fine: 477.7 g 21/2 Sample No: TP1-S1 Date: 10 -May -08 Tech: B. Carter Sieve Size Weight Retained Percent retained Cumulative Percent Specified Retained Passing 41/2 100.0% 4 100.0% 31/2 100.0% 3 100.0% 21/2 100.0% 2 100.0% 1 1/2 100.0% 1 100.0% 3/4 100.0% 1/2 100.0% 3/8 100.0% #4 100.0% #8 0.0 g 0.0% 100.0% #16 1.0 g 0.2% 0.2% 99.8% #30 3.9 Q 0.8% 1.0% 99.0% #50 13.5 g 2.8% 3.9% 96.1% #100 31.1 g 6.5% 10.4% 89.6% #200 46.5 g 9.7% 20.1% 79.9% sand fraction SF 20.10% gravel fraction GF 0.00% S F/G F= n/a This test was performed according to Cal Trans Test 202 Sieve Analysis Fine Sample No: TP1-S1 Client: Russ Collar Construction Date: 10 -May -08 Address: 975 East Ave. #127 Tech: B. Carter City, State, zip: Chico, CA 95926 Actn.: Russ Collar Project: Rogers Carport Sample source: Sampled by ATC Sample Description: CL -Sandy Lean Clay Sample location: Test Pit 1, Sample 1 Sample depth: taken at minus V-0" thru 5'-0" Dio = n/a CU = n/a D30 = n/a Cc = n/a " Dso = n/a GRADATION CURVE U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS r~- 100.0% 90.0% 80.0% -777777 W 70.0% �. 60.0% W 50.0% z 40.0% 30.0% z 20.0% V 10.0% -10 w a 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS Project: Client: Address City, State, Zip: Attention: Source: Material Description: Trial Number: Tin Label: Wet Weight + Tare: Dry Weight + Tare: Weight of Water: Weight of Tare: Weight of Dry Soil: Moisture Content: Number of Blows: Liquid Limit, LL 43 Trial Number: Tin Label: Wet Weight + Tare: Dry Weight + Tare: Weight of Water: Weight of Tare: Weight of dry soil: Moisture Content: Plasticity Index Rogers Carport Russ Collar Construction 975 East Ave. #127 Chico, CA 95926 Russ Collar Sampled by ATC CL -Sandy Lean Clay Liquid Limit_ Sample No: TP1-S1 Date: 12 -May -08 Technician: John D. 1 2 3 4 5 6 1 2 3 24.95 26.43 27.79 22.13 23.1 24.03 2.82 3.33 3.76 15.34 15.35 15.52 6.79 7.75 8.51 41.53% 42.97% 44.18% 32 261 21 Plastic Limit, PL 21 Plastir 1 imit. Plasticity Index, PI 22 Above A Lline Liquid Limit 44.50% 44.00% --- - 21- 2 43.50% 0 43.00% — - X26 - m 42.50% - - - - - - - - - 42.00% - 0 41.50%- n 41.00% 10 100 number of blows Y = -0.0016x + 0.4055 j ,... '� � - ,' � � � � � / 1 ��' � F '� l t • � . � - � � ` � � - �, J ' � ,. I � ' ' .. / .. / , � �' / `. ' � 1 , .� 1 �� .. ` S / '.t' �. , � � , _ .. iO NOTES it Ir PERMIT NO. fldVvv f. ri' . 039-370-046: u�-LtyJ ROGERS,-R.'CK & KAREN 1140 STANLEY AVE, CHICO Cont: RUSS CONT ADDITION ; F RESMENTIAL i +tom _ 4, . •,'. -. {: �" , _ (. j 1 SPECIAL CONDITION"S",, - 4 tCHECKED r BY SRA FLOOD CERTIFICATE REQ.- FIRE EQ. FIRE SPRINKLERS-REQ.-j:T`-- SPECIAL INSPECTION ITEMS' VERIFY USE PERMIT CONDITIONS,• SUB -STANDARD HOUSING LETTER-, r OFFICE'COPY_ Address GAS e Meter By ELECTRIC Meter By JOBfINALED(D IM :Signature Date " Date �r i OFFICE'COPY_ Address GAS e Meter By ELECTRIC Meter By JOBfINALED(D IM :Signature Date " Date 'COUNTY OF BUTTE' `.. , •�'s'S tiro';.'. .. , , � _ BUILDING DIVISION DEPARTMENT OF`DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address/and should be corrected. Please call for re -inspection when correction of +t. , work is completed. If you have any questionsLpertaining to this matter, or need additional - explanation,�Iease contact the BuNing Inspotfir as indicated below. t Date �v ��v ` Inspector LL L, REV 4/05 Phone # 7� FOR RE -INSPECTION CALL;_�5367636 OR 891-2834 ..` COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER ° PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanatigp-, please contact the Building Inspector as indicated below. �0 c ti 7e() a .r n Date �� Inspector 2 REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 'COUNTY OF BUTTE ........... I} BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. r A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed.. If you have any questions pertaining to this matter, or need additional exp nation, please contact the Building Inspector as ndicate elow. XD L4 �1 Date Inspector` REV 4/05 Phone # v FOR RE-INSPECTION'CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE.... * ... ...... BUILDING DIVISION DEPARTMENT OF'DEVELOPMENT SERVICES 7 County Center Drive 9 Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER P , ERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional-, explanation, please contact the Building Inspector as' indicated below. V- -V Date Z Inspector REV 4/05 Phone # ,-FOR RE16INISPECTION CALL: 538-7636 OR 891-2834 ...... . ... COUNTY OF BUTTE ..... . . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 ei CORRECTION NOTICE .C' AK,�.w C UvvrvtH PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at. the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. 4 4�141:4 x v Date Inspector / REV 4/05 Phone #J / O1 - l FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds LICENSED CONTRACTORS DECLARATION. Issued Date: 10/18/2005 APN: 039-370-046-000 1 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 Site Address: 1140 STANLEY AVE CHI effect. D License Class : T License Numbber: D I 0 Map Index: Date:�8 D CContractor. z,�-,7 5 L° o LL-Z,� Description: ADD(1100)GAR(595)COV(215)OPEN(225) REMODEL(876) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner. ROGERS RICHARD T & KAREN K CP permit to construct, alter, Improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 1140 STANLEY AVE the Contractor's State License Law (Chapter 9 commencing with,Section CHICO, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95928 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).): O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec.,7044, Business and Professions Code: The Contractors' State License Law does not apply to an 7or Applicant: COLLAR CONSTRUCTION owner of property who build improves thereon, and who does 975 EAST AVE #127 such work himself or hers Ir or through his or her own employees, provided that such imPTtments are not intended or offered for CHICO, CA sale. If however, the wilding or improvements are sold within one 95926 year of completion, be owner -builder will have the burden of proving that he or he did not build or improve for the purpose of 530-521-7877 sale.). O 1, as owner of the property, am exclusively contracting with licensed cbpntractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not appl to an owner of property who builds or improves thereon, Contractor: COLLAR CONSTRUCTION and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 975 EAST AVE #127 CHICO, CA - O a/m Exempt under Article 3 of the Business and Professions Code 95926 Date: Owner. 530-521-7877 License #: 403170 WORKERS' COMPENSATION DECLARATION by affirm under penalty of perjury one of the following declarations: 71 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 Architect: is issued. ❑ 1 have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: '4m/'/2 1 �`a'� ��� Total Square Ft: 2135 S.F. Policy #:_ ! Valuation: $91,470.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Dale: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject a( employer to criminal penalties and one </ CI hundred thousand dollars $100,000 , in addition to the cost of IG I, �{�}'j���ll� �1 ��A- Z (, compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. e --` __ --- — , - COING T RUC T;0N LEND;19V AGENCY-- 'r I hereby affirm that there is a construction lending agency for the performance of the work for whicythis.permit is issued (Sec 3097 Civ.) Address: TiborN^n-,�i. �.`c:.yioJc:.i �t. 'v Res utions t do work Indlcatve for which fees have been paid. ; By: // Date: ! PERMIT EXPIRES ON: - � -Z/ �ZIXI ❑ •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 foryordcumentof Butte County. I hereby authorize representatives of Butte Cou�tto enter upon the above mentioned property for inspection purposes Print Name: Vll" ► Signature: Date: i 0 Owner C7 Contractor 0 Agent for Owner ❑ Agent for Contractor J=OK 0 .Not OK = Not Ry hie MOBILE HOMES . =Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Sols; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) S. Electricity, Location-Clearances-Gmd-/ /Amp -Concrete 6. 'Gas; Location -Test -Wrap;-/ P L'ft. / P Nat or/ /" L "ftJ P LPG MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except Vs 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps -Doors -Landings 12. Braced Wall Panels 7. Well Clearance & Disconnect Date 8. Utility Clearance Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s Date Card B-1 Date Card B-1 Date Cana B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except Vs 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-ConnectoP 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert 10. Exits; Insp.-Sketch Date 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage line 3. Blocking . 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office 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 Vs 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Cana 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 -GA 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I = OK 1 = Not OK = Not Applicable = Not Ready date RESIDENTIAL (Single & Duplex) OK except #'s tg_, Garage; Soils-Steel-Elec. Gmd. / P Ftg. Depth . 4.., Porches & Decks; Soils -Steel-/ P Ftg. Depth / rnwalls, Main; Steel-Blockouts-Wrapped W Hold Downs and Soecial Anchors -7 - / 1L/U.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 48- 1}I . Gas Pipe; Size Anchors -Yard Gas Piping; Size Test yWater Pipe; Test -Anchors -Regulator -Service Test 12- Electric Underground 43- PI ums & Ducts; Clearance -Material -Support -Ins. 14 irders-Sills-Anchor Bolts-Joists-Vents-Crippies ie Access & Ventilation 16. Insulation Date (\ • j ,U �) Carc fB-1 w , U . Date Card B-1 Date CA B-)% Date Card B-1 Date PLYMBOG (Permit) OK except #'s t& W.; Vent -Access -Combustion Air Baffle W.V.; Test Fittings & Anchor -Nail Protection W .Shower Pan; Test, First Floor -Tub Access 21. jTett Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) .OK except #'s 24..Fixture`& Transformer Clearance -Ins. Protection . Receptacles Spacing -Lights & Switches at Doors ize26xes & No. of Conductors Stapled 2h g mex Installed Close to Edge of Studs & C.J. 8 Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. ?,,,Appliance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Xsulated Neutral O Yes 0 No Service -Riser Conductors & Ground Main Disconnect 33. E u' . Clearances Panels-Motors-Mech. Equip. thes Closet Light -Shower Light -Spa Light 320"Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC AN CAL (Permit) OK except #'s C. Ducts Insulation & Support 40 t Fan, Exhaust above insulation Cpndensate Drain & Overflow, Size & Grade 3 . F rnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4 . Attic Access & Platform 9 Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA ING (Permit) OK except #'s Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound 4 . Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. ire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date F Continued) -Post Caps -Anchors -Connectors (110C4ing. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting: Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 6ttic /5ccess; Size & Romex Protection -Draft Stop -Ins. Baffles B rr'n. Windows or Exiting Doors -Sill Ht & Dimensions _QKGarage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 5,4. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55_ Stairs; Width -Headroom -Rise -Run -Landing -Fre Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic X60. ear Walls; Nailing -Bolts ZtZo� (fit •tai. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date - CP Card B-1 Date Card B-1 Date 0 Ob and B-1 Date Card B-1 Date FIN a s) OK except #'s Steps -Door & Sidelight Protection -Landings S50ke Detector urnace ents-clearance-Comb, Air -Connector - In gp, Above Floor-Ducts-Mech. Protection §Sic Bath Fixtures & Tub Access -Spa 66!Tlec. TdjRl'& Subpanel, Breaker Sizes & Labels 70. St3K & Rails treplace or_Steve, Clearance -Hearth 72. Ele ,,aro-&s at Wood Panel, Int & Ext. & Appliance; Ground -Air -Gap -Cooking Clearance . 'ec. Outlets & Receptacles at Kit. Counter Garage Fire Door, Swing -Landing -Closure 76. A."uct in Garaoe-Damper Htr.; Vents -Cl in Garage; Above Floor-Mech. Protection UILTA !2:.12!Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage (FF.I.)-Romex Protection 80. Insul n -Foam -Looked in Attic 81. Pd5rd Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Oe-grance Looked under-Elaor 13 Yes / 83. Followinq InstldA)rive UYes 0 NofWgksQrYes 0 No/Planters 0-Tes O No 84. $5.-K . it Disconnect, Electrical -Plumbing ents a Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87-,�W&r Well, Disconnect, Electrical, Plumbing L4W. E)gAr Elec. Trim, G.F.I. Receptacle -Underground 89e'leci* fion Throuohout House 94!Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water ewer Connected -C/O to Grade -HD Approval 94. rgy Compliance Certificate -Other Certificates Sf Address Posted 96. Fire Sprinkler Date A0 17.64Card B-1 Date Card B-1 Date//j- Eard 13-1 Date Card B-1 Datj Card B-1 Date Card B-1 Comments at Final: .:—ie ►a'r'�"' :'�'�`^"';`` ••��.v 1' Y?.sr"'i�'r`��.� '"+......, t�.��,'�$„a4Y� `�4:'!�!" -:. ,,F� +v -:..::se .��stY.'.x.b�.S�=^ 039=370 046 ^�. 03'3146 ROGERS, RICHARD ` Yr I:RERObP';WobbS-tOVE,ELE t 5 ... 1'140 STANLEY AVE; CHICO cT e. x,,"4 � 1 •i *tom K?�<� �j'��l � r,�� , yf.�� a • J 1A • F r j ' f L i . 9 039=370 046 ^�. 03'3146 ROGERS, RICHARD ` Yr I:RERObP';WobbS-tOVE,ELE t 5 ... 1'140 STANLEY AVE; CHICO cT e. x,,"4 � 1 •i *tom K?�<� �j'��l � r,�� , yf.�� a • J COUNTY O� BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 _ PERMIT No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER i ,TELEPHONE ZONING BUILDING PERMIT OWNER .. ?t. ?TO j�.I7) t i •� ,,��; , ... , �z+, SO. FT. OCC. BUILDING VALUATION I C'f1 T r OWERSNMAILING ADDRESS tt /` /y� r CONTRACTOR'S NAME Lr.. TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $^n ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ,rn ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 11.0 STA -7-1 ,s7. C'r�c'r` Energy Plan Checking Fee $ PERMIT FEE $ ;A r1i LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF 0 Duplex ❑ Mobilehome ❑ Other SPECIFY 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 ❑ Othe03 Describe Work: 1, 2 l}7.=' T.JI " T..S1P,L.L Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I@20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o0A OR LESS 23.00 7- 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. DECLARATION OWNER 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License La 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.) . I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. • , _ X �. .... �- Date %%/C'�' !� Signature of Applicant - ❑ Own ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service TG 46.00 NEW CONST. OWELCC DWELLING OCUP. EL OR ADDNS. ( a ACC. BLDS. SO 3.5QFT. I.,DµR6,MULTI.OUTLET @7.50 PowEST APPARATUS a sINGLE ovrLEr CIR. o @ Ex. Occu OUTLET OR FIXTURES 2L 1.00 -BUILDER Ex. Occup. .,",L rs Aa DeA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ MAZ. 9 p IMP FLbOD CEL PD HD ISSUE _ t `14V This%permit is hereby issued under the applicable Of the Butte unty Code and/or Resolutions indicated a ove for which1ees have been I r l / I B Dat /_ PERMIT EXPIRES ON I Dem provisions to do work paid. ' l /�//% Receipt No. � / . 4 WHITE-D.D.S.-B.D. CANARY-ASSES%OPINK-INSPECTOR GOLDENROD -APPLICANT 5* BUTTE COUNTY PERMIT NO. %)T o DEPARTMENT OF DEVELOPMENT SERVICES' .01, BP,0.60626­-­-­ 3 0 BUILDING PERMIT 0 0 12* HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) 0 OFFICE #: (530) 538-7541 FAW (530)538-2140 Wn. . - , .. . I ' .0 ;.WEBSITE: www.buttecounty.neAdds 1i N ....-LICENSEDCONTRACTORS DECLARATION— llhereby"affirM'-t)nder*,!pe-Halt y,':Ot-,'OerjVry,'thit.-il,aryi,,"li66hi6d'under , provisions of Chapter (commencing with. Section 7000) of Division 3 of Issued Date: 05/25/200.6 APN: 039-370-046-000 thi 61J'slfieis and Pi6feisi8h 6 66a4,� 6 hd'hy ii 6en s,� i s'i n full force and 'effect., Site Address: License Clas 1140 STANLEY AVE CHI Date: I e Contractor: F - Map Index: Description: 1 N -G ROU N D*.- DOUGHBOY, -; POOL BE ---- -.;:;OWN ER43UI'LDER- DECLARATION RATION: I hereby affirm * underr-penalty "o flerjury that "am' , exempt' from the ,TO 71!St�te�,L;6�h C S ontractoii s e-fbildwifig. reason ( ec. 7031.5 MASTERED :-Busin6�ii,;ihd P�i6f6s*sions'*C'ode:"An'y.cit'y'*o-r .. count , y . which"requires a v.-7. permit to construct, altw,'improve,'demolish, or: repair any structure, prior. ".'to its',iss6in6e-,---,also're"quire's" the applicant for such permit to file -a ROGERS RICHARD'"f**&­k'A'REN'KP--Pi ,,signed statement tliat'he or she is licensed; oursOant tothe provisions of, 'i-State"i t thetbrftri�to� tion i'c`ense:Law,- hap er. commencing, with ec 7000)of: Division 3.i5f:.tIib'Busi heis a and Professions Zode) orthat he; r, 1140 STANLEY,AVE she+s -exempt thereftirn','and.the, basisfor 4heallege6exemptipn,. An, 3," -7 C 0 t C I! ,wolal+on of Sechor� 7031 5,by any applicant for a permit su�lects the, 500) applicant to.a,civi F more than five hundred dollars ($ - ,:+hot El `O I' as owner of the property or my employees with wages "as their ;sole-. &rrtpehiijion, .will do. thi,%vork `:and,thii`structuhi'is not likeLCIJ S - Code ,,�, The C-gntTi:tors'-..State".Licqps�eLqw, �does. not apply to an --owner, ofproperty who. builds -ort improves thereon,oanjo who does himself or-herself-­`.o n employees. Applicant: PERFECTION POOL -AND'SPAS ------- - -------- ---- .­yc�,Work ,-r, diid;ik�t such improvements n -9i.* intein, de d. or.. offered, for ildi ' . . t-resof i none s6le. If however, - the. W ing or a.. d.�Whil " year :of completion' ,the owner -builder . will have -,the burden of *'fo 'proving 'that- he or she did not build or improve .the" purpose -of 172E 20TH ST , CHICO,,CA, --95928,,-,, ,r0 Ir,,as owner�,of,ahe property ;.am ezciusivelycontracting ,.with:, 530-895-0437 Iiizbns6d--c6ntractor.etd c6nttrOccthe iOroject,:(Sec:,7044'^ Business - ,I ,�.i!.;a.ndPro,fessioi.ig'C6d6.'.,'T66'Co6tri&tors',Sta.t6 Licenselaw, does nota I Pp-ytoan.'oikner of, top r.t�-.Nh6:b6ilds7or..improve�*thereory, _4 p - P7 who, contracts, for., such C projects with'. a 'contractor(s) _licensed P ddMiktbr: PERFECTION POOL ANDIS AS— under Article 3 of the. Business, and.Professions-Code v t 7, 172 E -20TH! ST--';.�:' Y. .,t.,„:;i�...---.'�.,�wokl<ERS!,COMPENSATION;'DECLARATION','; I -her i7;� 'p!Tal f ':One'oiftie'followihg'dL-�clirition's�.. y . �o, pi�r` jury 'ICHICO, CA 95928 fY have and.wilkmaintain- a certificate of, consent to s:eif-insure for certificate 530-895-0437 ` workers ''_�,r�6i�pinsation',-�as'-pro 3700,of,,the -v�Wrk'fcr J. Li6o;-6dii, Jor;the pe�rfo�imance'of the which this permit is issued '.,'I,'�-�x,i- License #: 566654 ❑ �wijlj,rnaiy.rr. I.-. have -'and ..ntain7s.work.ers'. compensation insurance,, as .... ...... required -,by! Section 3700 the Labor, Code,; for',the, performance of the' z��Af6rwfiicKthig'p6nffiit:isissued .-My.workers, compensation 01,--t�,�,insurance carrierand policy nu ber-are,,',. Architect: Engineer: RASKIN, DAREN Carrier- I4T Poli ❑ I -certifythat iiillh6performar�ci'df the iwork "fo—r-whichthisp'ermit is issued :)NshaiP'nc it-.ery.ipioy-lafny"pi-�rson.;in"-aney"mannertsa,as,:to Total Square Ft: i{,become subject to I Valuation: $0.00 ind that, f I stic;uId.,;be66mevi bject�4;�the�'workers' P compAnsation:provisions;of Section: 3700. oUth e Labor Code, I shall -:Census Code: forthwith,complywit those -provisions i.-* �J, S . 4 `Appi sl I Failu' cure,;workers compensation coverage, is .'unlawful,* ah­d'� shall subject , -4n`empIdybr to—cinrinal... pei nailtie's**­and o'n- e W"�t�6u-s-'a'iid"dollars ::,Of din in-�additioh-' to., he, cost com . pensiii6n-;'d6ri�ab4's is`,Oi6vidia-f6r in­7S6�ctio6-370 6'6f the Labor LENDING AGENCY, -j,: . 1.11 :�';. This permit is hereby re yi e d under the applicable provisions of the Butte County Codp �tn r 1, hereby, affirm that. thew it a construction lending bgehcy for the Resolutions to d gfindicated ove for which fees have been paid. performance of the work for which'this permit is issued (Sec 3097 Civ.) Na��e*:5;.: By: Date: PERMIT EXPIRES 0 -',:” Address (Date) O tPerpby, cer1i!yJhqt thp ykq-qfffiis facility,shall-.compl7 "SecilonL28505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, - .,handling and .use ,pf hazardous ,materials., :+, 4"'.5 -Nbtification1n acc6rdan4c"e;,"with'Se*'cti6A-:i:9827.5*"Of C41if6rhii Health 8 Safety Code is not applicable to the scheduled 'construction of 't 'his project. O ed are copies e requited'E P A:, notification forms. ,Rf,t I hereby.certify.that-I have read this application, that tfie'abbve information is correct, and tha-ifarn'the owner or the d ­. ;­­ 1--- -- I . duly authorized agent of the owhei.- I adreiito' comply with '�d "!ai!?rT - al I c6ristru6tJoh.:f. I y authorize representatives of Butte County to enter ,I county §t?tq',lc3ws relating to buildii acknowfiid6e itis unlawful to after the substance.?f,jny,offV or document of Butte County. hereby "th* roperty"for ins' yR9n a above rn6ntioined'p' pection purpose Print %S. ignature: A 7 Y; ntractorkt. L3 Agent for Owner L] Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND. SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE 9: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: wwvv.buttecounty.net/dds *PLEASE PRINT CLEARLY* APPLICANT SIGNATURE X For office use only: OWNER INFORMATION Name Last Name , irst Na e �(- Address /I L�o S 7�_,t 11ey AV C_ City I G G State Zip Phone 3 Lf -3- 7 F 70 Fax '92S `0"t377 E-mail cls -U 31-1 E-mail APPLICANT SIGNATURE X For office use only: CONTRACTOR Name Name L� �(- Ca w+o� Address 172. E O TL, S-F City G� r a State G� _ �Lt�37 Zipe/ Phone '92S `0"t377 Fax cls -U 31-1 E-mail Uc. # Class APPLICANT SIGNATURE X For office use only: ARCHITECT/ENGINEER Name 10.5 K; �-. L7avv�-L Address 110..70 A v'✓Ut v�R o w7,f City �Arc�� Ca w+o� State C� Zip `7 1 730 Phonecla y go BS�.p Fax E-mail _ �Lt�37 State License Number APPLICANT SIGNATURE X For office use only: APPLICANT INFORMATION Name / e✓✓ �-.rwo cGU Address .7,z I Yes City iC State G� Zlp SgZ 8 Phone�q _ �Lt�37 Fax _0 `I E-mail APPLICANT SIGNATURE X For office use only: Zoning I Flood Zone Cross Street DA- 7, SRA I Yes No Occ. IType onst. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K•\Fr1RhAC\RI In nimr-, FrIRMC\RIrinAnnlCllhRnmt z rine PERMIT NO. BP DO BIN it PROJECT LOCATION AP# Property Address I 114f0 City Cross Street DA- 7, WORKER'S COMPENSATION Policy Number S T_7- p �� S O� Carrier 74TC. F&_ 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 Work - b ( —S 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 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. Pana 1 of 9 Received by: Amount: loo r7' Bldg SRA Receipt #: 44°1(QS-0 Sheriff SMIP Other Date: �/at 0� ��.%� 3Y Total SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured 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 K:\FORMS\BUILDING F0RMS\81dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 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 0 37 - 370 -o Y^(jo • ^ (dol OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: 116ri n� "'Ui � �� P0lJ ftT*iPrM permit Technician: K.C-7. Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. O / 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered. plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 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............................:'.'r......................................... ❑ 21. Site plan and business license approval from the City of Biggs ............................... ❑ / 22. California Department of Forestry plan approval ❑ paid. Sent by: ............. 23. 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 0? S - 0Lf 3 -7 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: , - Date: 324 46 1. Index permi application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Dat Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail ,t r, by Plans reviewed by: Date: Plans approved by: t Structural reviewed by: Date: Structural approved by: ate: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 Department J. Michael Crump, Director c� U r1 p�Uc WOF�S Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Pian (SWPPP) Acknowledgement jLESS THAN 1 ACRE] Project Description: Project Location and/or Parcel Number: l! yU STe.--,g -,4 v e_ GLt,ic C 0Sft— X70 —c>Lt By signing below, I, the project ownerlowner's agent, certify that this project WII,L 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 fora 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:d-��- Date: ML27 �D6 less than I Acre NPDES & SWPPP Compliance Certification Butte County Stone Water Management Program Revised 5/24/04 Plot Plan Attached C7 h+ Floor Plan Attad>ed ' * ' Senj to BD/DS / TO: Building Division = Development Services 2"1 FROM: Environmental Health SUBJECT: Sanitation Clearance 'Ro(mzS /) 3q - Owner Location AP# Plan Approved for: Sewage Disposal: Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Building Clearance 9/2005 ov Date 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 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 the Business and Professions Code, and my license is in full force and effect. License Class : License Number:Ul D' I 0 Date: .`t'� 1UO Contractor: 55 Co -&, - 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 to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing wiith'Section 7000) of Division 3. of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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.,7644. Business and Professions Code: The Contractors' StateLicense Law does not apply to an owner of property who build or improves thereon, and who does such work himself or hersel( or through his or her own employees, provided that such imprp ements are not intended or offered for sale. If however, the Gilding or improvements are sold within one year of completion, be owner -builder will have the burden of proving that Zheorie did not build or improvefor the purpose of sale.). I,as owner property, am exclusively contracting with licensed co to construct the project (Sec. 7044, Business and Profe sions Code. The Contractors' State License Law does not appl to an owner of property who builds or improves thereon, and w o contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 m Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION h7by affirm under penalty of perjury one of the following declarations: 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier. < 1n/ /, T (•� ,/ Policy fr: I IPrP / 97d lS J ❑ 1 certify that in the performance of the work for.which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California. and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date 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. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for whictjthis.permit is issued (Sec 3097 Civ.) Address: P19pW1109- p�'.2.1G 2_ Issued Date: 10/18/2005 APN: 039-370-046-000 Site Address: 1140 STANLEY AVE CHI Map Index: Description: ADD(1100)GAR(595)COV(215)OPEN(225) REMODEL(876) Owner: ROGERS RICHARD T & KAREN K CP 1140 STANLEY AVE CHICO, CA 95928 Applicant: COLLAR CONSTRUCTION 975 EAST AVE #127 CHICO, CA 95926 530-521-7877 Contractor: COLLAR CONSTRUCTION 975 EAST AVE #127 CHICO,CA 95926 530-521-7877 License #: 403170 Architect: Engineer: Total Square Ft: 2135 S.F.. Valuation: $91,470.00 Census Code: �ee�1 �i3seto3 This p rtnit is hereby issued un he Res utions f, do work Inriicat b ab v By: PERMIT EXPIRESON: Ayna)(-)�s 1, 3 3(�_ Z�- , �q applicable provisions of the Butte County Code enfUor for which fees have been paid. 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. O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O 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. 1 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 d current of Butte County. 1 hereby authorize representatives of ,Butte eCCou/n/I to enter upon the above mentioned property for inspection purposes Print Name: //1/'�) t.A VlY ► Signature: �Z/P_t_/ Date: I 0 / fig 0 Owner a Contractor 0 Agent for Owner 0 Agent for Contractor --2007. ! 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 REO UIRED AT TIME OF APPLICATION \ **.�/ Website: www.buttecounty.net/dds ; �V/� PLEASE PRINT CLEARLY** CONTRACTOR OWNER Last Name/ _ C� First Name i C K + Address 1 LID S City , W State _ Zip, 57 ze Phone �[' �C7 J l Fax E-mail StateCrLice� uynbet CONTRACTOR Na e Address 7s-- � �(•L.? City �� StateG ZIPS �ZG `Z Phone "1-7977 O Fax E-mail r-ul.SscolG.V w�sn. Lic.# �0 3� �o Class APPLICANT.SIG-NA TURE X For office use only: ARCHITECT/ENGINEER Name NDrC Address Address City// G ln�'rO A- ' / Z 7 StateL� Zig 5` Phone Y 7 Zip':�S-qzC' Fax E-mail Fax 3 (� 3 -3 ,7 T, I StateCrLice� uynbet APPLICANT.SIG-NA TURE X For office use only: 19 APPLICANT NAME Name I AO I SRA IYes Address q 7 A- ' / Z 7 City /' � State ( Zip':�S-qzC' Phone S z/ _ 7 b 77 Fax 3 (� 3 -3 ,7 T, I E-mail co l�S� APPLICANT.SIG-NA TURE X For office use only: Zoning 1 5f- 11 Flood Zone I AO I SRA IYes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. 13.c�2(9a IBIN Ne J LOCATION AP# D Property Address //" 5 - 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 Description or Scope of Work: S . F otage.0�3^rP.r„) Structure Built without Per ts lsq5o Garao�e O Proposed Change of Occupancy Q (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: Bldg SRA Receipt #: Sheriff —2,G)) / _ 3 SMTP Dat �Other Total Page 1 of 2 REV 2-24-05 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. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (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. Detached Accessory Building Form filled out by the owner (if required). ❑ 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).- ccupancy).❑ 0 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. ❑ Grant Deed, ❑ M:H. Title/Statement of Facts. ❑ 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 KAFORMS\BUILDING F0RMSM3IdgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile TO: WILLDAN FROM: Scott Rutherford (530) 538-7160 srutherford cDbuttecountv.net SUBJECT: Plans Transmittal For Review Per Contract DATE: 08/17/2005 ' Applicant: Ro ers,.Rick & Karen Permit No: 05-2192 Project Type: JAdditions 039-370-046 100% 70% Plan Check Fees $ 802.86 $ 562.00 $ 802.86 $ 562.00 WILLDAN Fee $ 562.00 Copies Attached: Qty , Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 0 Go /) 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: Ko ASSESSOR PARCEL NU*order O�'"1 r 1� O� �l•` WifionJ �fMaki to SF Proposed Building Use: Permit TechnicianDate: -"V to s required in order to apply for a permit. All boxes MUST be checked OR marked Npply. N 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ' ffe�m" 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ZN 4. Engineered truss details and layouts in duplicate. No faxesl XO . _ 5. Letter from Engineer or Architect for truss design review. N 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC 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 r duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form ;0/11V1 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other 120 e iron ems needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15.' anitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ Fire Sprinklers............................................................................................ O 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ • Erosion Control Plan Required.... 0. Fees as shown on the attached Schedule of Fees Due Sheet .............................. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. 0 23. California Department of Forestry plan approval ❑ paid. Sent by: ........ 24. Planning approval for (A) Use: © B)Parking: (C) Parcel Check: ........... a ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form.............................................................................................. y...... . ❑ 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 .......................................... C130. 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 ............. 1. , ❑ 36. Other: \ I ❑ 37. Other: l When issued Telephone �� f a 1" USS and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 116 4�- 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: I I 111A Date: Structural reviewed Date: Structural approved by: Date: Note transfer by: Date: D 0 Yellow: Building Division 1 011 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER `Yo J P OSED BUILDING USE LlO►'1 �X 1. BUILDING PERMIT FEES --- Balance Due ..................... $ �- MA Flood elevation review... I � ' '" r Q --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES C% (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. nn A 4. RECREATION DISTRICT FEES k_ of 'I (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) A.P. #0 DATE —KI:U RECEIPT # DATE REC. c{ vlGl /� i I its, 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP 9. DRAINAGE FEE 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) Butte County Department of-Developinent Scrrnces o�v 111 ` p 7 County Center Drive 4 o Oroville, CA 95965 °O ._:E o (530) 538-7601 Telephone 00 (-`' y (530) 538-7785 Facsimile UNt BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES 1. 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: I need to submit applications for septic and/or well to Butte County Environmental Health immediately.. ® I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained ® I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through. the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or r uire 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 pernZits/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: 5 (� ;o Applicant Name: APN: �7�� C �-�� 5 CJ 3% r Building site address: C"4 Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNA URE'OF APPLICANT DATE Department C- n 11 n t 'V J. -Michael Crump, Director Of Public .o f B Q t t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase li Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 n",fi41 4P Project Description: Project Location andlor Parcel Number: By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit fron 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. 17, Signed: Title: �a �J v Date:' N4VWILLies Serving Publ,DA�N October 7, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX 2399 Gateway Oaks Drive, Suite 210 Sacramento, California 95833 916/924-7000 fax 916/924-3644 www.willdan.com BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Jurisdiction Job No: 05-2192 Assessor's Parcel No: 039-370-046 Description: Rogers -Additions Willdan Project No: 14353-1857-M Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: # Plans: Two (2) copies, sheets 1 through 5 dated 8/2/05, revised 09/28/05 by Thomas W. Norlie Architect # Truss Calculations: Two (2) copies dated 7/13/05, revised 09/21/05 by Longfellow Lumber Co., Inc. # Energy Calculations: Two (2) copies dated 8/1/05, revised 09/29/05 by Max Ramirez. # Misc. Documents: Two (2) copies elevation certificate dated 8/12/05. The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. Cc: Alice Mefford amefford@buttecounty.net Norlie, Thomas- Architect, 569 E. 18'h Street, Chico, CA 95926 WI LLDAN Serving _ Public Agencies .APPLICABLE CODES Our review was based on requirements of the 2001 California Building • Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code (CBC). • Part 6, known as the California Energy Code, and Energy Commission Standards (CECS). CODE ANALYSIS Specific Use Type of Occupancy Type of Construction Stories I" Floor Sq Ft 2 nd Floor Sq Ft Total Sq Ft _ i l�li ADDITION R-3 V -N 1 1100 N/A 1100 DECK R-3 V -N 1 225 N/A 225 COV PORCH R-3 V -N 1 215 N/A 215 REMODEL R-3 V -N 1 876 N/A 876 GARAGE U-1 V -N 1 595 N/A 595 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. 3. All plan sheets shall be signed by designer or person responsible for the plans as required by California Health & Safety Code Section 5536.1. 4. *Permit application building areas specified in the scope -of -work shall be reconciled with plans - to Butte County's satisfaction. 5. Upon completion of the structure, the elevation of the lowest floor shall be certified by a registered professional engineer or surveyor & verified by a Butte Co. building inspector to be properly elevated, & the cert. & verification provided to the Flood Plain Administrator. 6. Field inspector to verify installation of existing or new smoke detectors in all existing bedrooms and hallways leading to bedrooms (may be either battery operated or 110 volt with battery backup) as required when the valuation of any addition made to a Group R -occupancy exceeds $1000 per CBC 310.9.1.2 through CBC 310.9.1.5 7. Gable -End Truss calculation submittal is deferred to Butte Co.'s review at their discretion. , SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. Sincerely, Plans xaminer Page 2 of 2 ` Butte County 05-2192 Willdan 14353-1857-M.PC2.F u BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. D7 –•2�� 2 A.P. Number 03y- 370 — Oy4Jurisdiction: Q City OCounty Property Owner d G G— 4e JS �/I Property Location/Address 5r;q n, G& /70j e v Subdivision Lot No. Residential Development Q Q ........:......................................................... Q Sq. Footage / d S No of Living Mobile Home Addition/ 'Supplemental to (Group. R) Units Installation Conversion Permit # '• :........................................................................................ *(No foundation inspection) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document). Commercial/Industrial © Sq. Footage New Addition (Including Exterior �fRoofed Areas) Bw ding Department Representative Date District Identification No. 0661-7S (109,0 School District certifies that 84/6 treet Address) (City) has complied with the requirements of Resolution No. Q representing /i/ C/ square feet. B 2926 Representative Paid by Check # Remarks: pplicant) 5 -W -W77 (Phone Number) r (Zip Code) by payment Of $ JIFULL MITIGATION $ Date Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compilance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely wrttlsn protest wtil prohibit you from challenging the Imposition of the fees In any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee CartMcation Form, the School District Is notified by the applicable Local Planning Agency that this project Is being r vl.wed under the CalHornla Environnnntai Quality Act (CEQA), this project may be subject to additional school fess to fully mitigate Its Impart on the school diWcrs schools. White (school district), Yellow (building department), Pink (applicant) feeform.xls (305Wnm a E.H. USE. ONLY Plot Plan AnecMd Real Plan A had u Sent to ®.1) $ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance D NJ3� -3 Z Owner Loc tion AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date _t SITE PLAN REVIEW APPLICATION Dater . 30. AP# 03R - 3 70. (o . . Permit Number (if applicable) C3 - oil 02 APPLICANT INFORMATION Owners Name: V Owners Address: Parcel Size: l Telephone No.: Situs Address: SCtV1V� _ Proposed Use: Residential ❑ New Single Family Residential Single Family Addition Single Family Remodel Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explination (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) [� Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By IL Date91;2410� Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) RSRA - (CDF to determine specific requirements) 11 100 -Year Flood Plain: (Seattached) • Flood Zone: / • Flood Panel No.: Oln ol7"t c050sc Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ---------------------------____-----_—_—_—_------------------___--- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: SP — 1 Applicable Building Setbacks: Front Zoning Code Streets & Highways Fire Prevention Subdivision Map Side Side Street Rear S Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 .t Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads 4 ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------7------------------------------------ Subdivision Map Special Fees ❑ Water Tender ' ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) } * Check with school district to verify actual fee if pre -application review.. A final determination will be made at the time of . the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No. ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: 1 [ ,Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: I( Book: Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa Page 4 of 5 V COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7 PERMIT NO. 31 (Rev. 12/96) APPLICATION AND PERMIT � 2 - ASSESSOR PARCEL NUMBER 039- 7 -04 ZONING BUILDING PERMIT OWNER 1100'S'TATN AVE CHICO 95928 TELEPHONE 343-7570 SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING + pAADDRESS OW 2000-00 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 45.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 29.25 BUILDINGADDRESS 1140 STANLEY AU, CHICO 95928 Energy Plan Checking Fee $ $ PERMIT FEE $ 94.25 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADD SKYLIGHTS TO EXISTING RESIDENCE (4) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service .OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 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 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 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a Acc. BLDs. 3.5Q�SO.. R61D, W T' MUL 11 CUTLUITS 97,50 POWER APPARATus & SINGLE OUTLET cIR. EX. OCCU OUTLET OR FD(rUREs :0050 BAL @' 50 Ex. Occup. G.E' R61D.OEla 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certifythat 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 (D, l3 0 Signature of Applicant - )CTwrqr ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. j Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr4TYPE TOTAL FEE $ 94.25 HAZ. IMP FLOOD I CDP PARCEL PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By % PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. L� /i! ! ;)17 e1e Receipt No. F-.oZ WHITE-D.D.S.-B.D. CANARY -AS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT Feb 01 02 08:13a P. 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING - DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (538-75� -J PERMIT NO Rev.,2/96) APPLICATION AND PERMIT �6. ASSESSOR PARCEL NUMBER ' 3-'J� -�l J� ZONING BUILDING PERMIT OWNER �•1'.n i�' 1 T ���M777ON�/S� - SO. FT. OCC. BUILDING VALUATION OWNERS, MpI�Jt�I(•. AD $ ✓ a " "v L 'Lr '"7 \ ` - V V �. (✓V 1� V /) 0- -- CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Total Valuation Is 6` LENDERS MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. ARCMTECT OR ENGINEERS MAILING ADDRESS BVO.pINO ADDRESSS)TII-M AX I y D $ .2 LOT NO. SUBONLS IONS NAME IPARCEL MAP USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ UGUfies ❑ Installation ❑ Other ❑ Describe Work: *PERMIT FEE PA2b SRA ; SHERIFF ; OTHER ; AMOVPIT RECEMb 111111IRWISt" :VIJMs�t w TO to !VT INTO COMPVTER Receipt No. WHITE-D.O.S.-O.U. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Fireplace Total Valuation Is 6` Fling Fee Permit Fee $ $ 20. 0 Plan Checkin Fee $ .2 Energy Plan Checking Fee $ _ PERMIT FEE $ PLUMBING PERMIT FilingFeej 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1- 5 outlets 15.001 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Malo Servicea0OV OR LESS 900A OR LEss 23.00 Main Service 200A TO 1000A 46.00 NEW CONOT. OWELLING OCCUP. OR ADONS. 6 ACC. BIDS. 90. 3.5:FT. COS MULTI.OUTLET NON•RES10. ---' 7.501 _ &=POWER APPARATUS E OUTLET CIF. EX. Occup. OUTLET OR FWTURES 20 ®1.00 - SAL 9 ,50 OCCU FIXED APPUIS.OR oUnIFrO MESID.I EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 PERMIT FEE I S Mobile Home Installation Fee I $ Energy Inspection Fee I $ occ CONST. TYPE TOTAL FEE $ �• 0. FEQ IMP FL000 COF p pp I.— . — This permit is hereby issued under the applicable provision's " " of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been-patd. - By Date PERMIT EXPIRES ON are -- JP 70 Poor-4ow e, vmm� �-f CW-i4� JOk"r. tl&tMO4 -7 3 5;131w- Ll N 12tv 406 '0� I CvTtffi--H46A Of;-A- C�-n rb ppfi P 'TO Sk &A50 64-k/5-. *vxo Af f r -A, q '30 o� 4 d SIZES FOR GLASS AND PLASTIC SKYLIGHTS Inside Leas Dome Model Operable Fixed Outside Outside Wood Curb Thickness Rise Number Outside.Frame Frame �'� Cuyb - Dimeasioas Dimeasiblis . Dim 18s Di Basions 1 , I'-- I, .16x16 185/ 5/ ' ` - i 171/ 141 -- -� .if » 6x2 8 19'/a 7/$1-4!(2x22/2 /a 4 16 x32. 18% a 19118x3 '/8 17'/2x33'/2 14'/2x30'/2. 6 ' _ _... 5/1x49/2 14' 16x48. 1'/8.' s 22x22 �9 hn , 24x24 2651 65/8 27%8 8 525'/1x25'/2~ 22'hx22'h ' 6 _............ s 45/8. ' x35'/8. 25Vix33'%z `22%001/2 fi„ 24x32 6 22'/2x34.'/` '/an 6'7 24x36 2 sx38s/8.:: 2: x39'/a 25'/5x37'/2 24x48 2 S/sx505/$ 2 '/8 251/�x49'/z 22'/2x461/2 '/e" 6 ?;4864 65/ax665/a 8x67'/a /25'/ix %. 22'/2x62'/2 '/s" 6 A 65/5x745%5 7'/$x751/8:, 251hx73'/z 22.'%2x70'/2' '/an 6» 24x72 ,/oto 6)) 24x96 265/8x985/a . 27;'%$x99'/s 25'/5x97%2 . 22'/2x94'/2 3 s s 1 ' '/1x33'/2 ' .30'/2x 34/30'l2 '/e" 8" -33 22.32 8x34./e. :35/8x35:%a „ 77 % s 1 Si'%8 1.. 1 3Q1/2x461/s. J�pL/ ��.. .F,. _ .1, �1: <.7 �.31�Z•rF�,S1/2 3A1/5x62'/s - 8 - 32264 34..,/gx > ! �aX.� . - - - - r — 32272 345aX 5/a 35:'/8x75'/8 33..'/2x73%2 3Q'/z�c70.s. a` arts° . , 32x96. 3414ax985/a 35'/8x99'/8 331/2x97'/2. 30'/2x94'/2 8 1 1 34'/2x34'/2 36a�36.: ':3'85/8x385/8 391/5x39'/8 37/2x17/2 , » , .36248 3:85/8x537'i2x49'i2. 34'12x42%2 mss° 9" �6g_64-,_356a ---39'/8x67'/a... 37/2x65/2 34/2x6 ° X72 _ '' 385/8x'745/8 39'%ax751/s 37'/?x73'h 3:4'%ax70'Ys 3 9 " CxQ6- 385/8x485/8 391/gx99.'/s 37'/2x97'/1 341/2x94.'/2. " 3$838 4US�ax4U5/a 41.'/8x41.'/a 39'%1x39%2 3:6'/2x361/2 �42g42 _ _ z =.:444888x824684 . , _: _554035/21aa8xx4.65lB S5l1''l//5exc'..x41 38x38 421%k42/z.412 49%2x42 2x424%/1 SQxQs/5 ° 111g000»"" 67%8 49ysx65'/46'%2x62its0/75% ...49'x73/49/2x7 x741s , :., 1011, w485 98649'/2x97'/2. 46'%2x94'/2 �g - - fr25 8 e ' '631/8x631/. 61:'/2x61'/2 5 8'/2x5 81/2 3n� 12" _ , s s 'x6T/a 65y2�:65%2 622/2x62'/2 arts 12 . o -iet [` ° IT '/ax751A 73'/2c73'/z 70'hx70'/z its 16 - _ - ' 16" 75'%8x99'/8 73'/2x97%z 74'/2X94'/2 3tts ' F YACUES 11CR- tU PLACTIC 60MES U-VALUES ACRYLIC PLACi1C DOMES SINGLE DOUBLE TRIPLE �{{L 51tiGLE =DOUBLE' '..TRIPLE . WiN383 g7 143 250: WINTER - HEA LOSS 12 J 4 217;. 333 .5 .3 SLIMMER'-HEAT GAIN .8 FRAME TYPE FIXED ACRYLIC DOME '/ INSIDE FRAME FLAT GLASS 1'/z QTY. ORDERED CUSTOMER & PO# SPECIAL INSTRUCTIONS FRAME TYPE OPERABLE ACRYLIC.DOME C3 z r 1c) 0 pp_ rn = C C QTY G ED CUsER & PO# SPECIAL INSTRUCTIONS _ INSIDE FRAME A. X / \ INSIDE CURB OUTSIDE CURB OUTSIDE FRAME FLAT GLASS COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION T % 7 County Center DriveOrovllle, California 95965 • Telephone (530) 538-7541 P�gy�I�TN9 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING 0-19-370-046 BUILDING PERMIT OWNER TELEPHONE ROGERS RICHARD — SO. FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS CMUM 1140 STANLEY AVE. CHICO. CA 95928 CONTRACTORS NAME OWNM TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fire lace it rr 1-500- Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 54-00 Plan Checking Fee $ BUILDING ADDRESS 1140 STANLEY Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF XK Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 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 ❑ Others Describe Work: R INSTALL WnnnSTnVF. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service OOOY ORLESS 20OA OR LESS 23.00 93-00 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.P License Class Lic. No. OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License P nY P J rY P Law,fior the following reason: �I, as owner of the property, or my employees with wages as their sole compensation, lk will do the work, and the structure is not intended or offered for sale. 0 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.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. f X Date J-`('1 Signature of Applicant - ❑ Ow ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46,00NEW CONST. DWELLINGOCCUP. SO OR ADDNS. ( a ACC. BLDS. 3.50F N014-RESIOT. MULTI.OU CLe UTITS @7,50 OWER APPARATUS a SINGLE olmET CIR. Ex. Occup. ourtzoRFIXTURES SAL@':50 Ex. OCCU FIXED APPLNs. OR ouTLETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PRE._ INSEEMON 2-1.00 PERMIT FEE $ 66.00. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAz CEL PD HD s E This ermit is hereby issued under the of Butte my Code and/or indi t d a v for which ees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. / Date / Det Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSES OR PINK -INSPECTOR GOLDENROD -APPLICANT Feb 01 02 08:13a P.1' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER T No. tRev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 2-7 � � �� ZONINGLDINGPERMIT O1N"c'LJiay-d T "�� SO. FT. OCC. BUILDING VALUATION OWNER'S - - 20 0 I.00 HAIL .50 EY. Occup. ovnt O .,APP0eA 5.00 Temporary Service CONTRACTOR'SMjrt,7�/ Mobile Home Facilities 20.00 Misc. Wiring 23.00 CONTRACTORS MAILING ADDRESSS CONSTRUCTION LENDER --'— -LENDER'S MAILING ADDRESS Fireplace Z Total Valuation $ Filing Fee $ ' 20.00 ARCHITECT OR ENGINEER LICENSE NO. Permit Fee Plan Checking Fee $ $ ARCHITECT OR ENGINEERS MAILING ADDRESS _ BUILDING ADDRESS � Eriergy Plan Checking Fee $ PERMIT FEE $ L( - LOT NO. SUBONISIONSNAME PARCEL MAP PLUMBING PERMIT Fling Feel -20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other ePECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.001 TYPE OF WORK Now ❑ Addition ❑ Rem/�odel ❑}�Uti" s ❑ Installation ^ /Other ❑ Describe Work: I `'` ` y I / p /. C�{Jij,'� ,5h ({�� Gas piping system / - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE _ �%� al G✓I / l� S� lJ9 ELECTRICAL PERMIT Filing Feel 20.00 0OR S Main Service. aooA OR M. 23.00 ' Main .Service 200A TO IOocA 46.00 NEW CONOT. DWEWNGOOCUP. OR ADONS. A ACC_ RLDS ) SO. 3.50 , *PERMIT FEE PAXb SR.A SHERIFF OTHER . AAkbVW RECEMb * TO tE PVT Zwo co#P M Ex. Occup. OUr1ET OR MMURES 20 0 I.00 HAIL .50 EY. Occup. ovnt O .,APP0eA 5.00 Temporary Service _ 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S (o b . LiJ I MECHANICAL PERMIT Fling Fee 1 20.00 1 Hood 1 1 6.501 1 PERMIT FEE S Mobile Horne Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ M. HAZ. D. FEES IMP I n.00D I CDP PARCEL I PO I HD I ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been -paid. BY Date ReceiptNo. PERMIT EXPIRES ON WHITE-D.O.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ere � PRE -INSPECTION REPORT OWNER. LOCATION: CONTRACTOR: PRE-INSPETION FOR 4_9f V L J - DATE: �� w� 03 A.P. # ��'� ���� 0 ZONING: DATE TO INSPECTOR: l PSRAUr MVr0RY j ) NONE 14AS FOLLOWS: BUILDING 1NNsmCrOR'S RSPoitT Building D_ Electric: Gas: Occupied Abeadoaed/V�i Yes No Condition of Electric 1 . Electric a meetly On off Natural Pia None . Currently On_off Obvious Problems. Sanitation: Plumbing Well Woe, Obvious S Potable watts ACTION RECOMMENDEDI33UE: IEiOLD. FOR Inspector: Dater/�!� Sketch buildings on reverse and indicate location onP P y �o ert . Feb 01 02 08:13a p.1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 ` ?P R T No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSORPARCEL NUMBEA 9,-7 D zoPONo--BUILDING PERMIT S0. FT. OCC. BUILDING VALUATION OWNER T N-�j—�-/�- - - OWNERS NG ESS 61 ' A -__-- - ,� 1 '1'!l/J � I jw/J l CONTRACTOR'S �EpME._; TELEPHONE --_ CONTRACTORS MNUNO ADDRESS CONSTRUCTION LENDER —_ LENDER'S MAILING ADDRESS Fireplace I Total Valuation $ - Filing Fee $ 20.00 ARCHITECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEERS MAKING ADDRESS Permit Fee $ Plan Chackin Fee $ BUILDING ADDRESS 0C 1 Energy Plan Checking Fee $ $ - PERMIT FEE $ LOT NO. SUBDIVISIONS NAMEPARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ MObilehome ❑ Other ePLbIFv Each Trap 7.00 _ Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑y�L "9s ❑ Installation ;/Other ❑ Describe Work: I ` `` V I / _ COW s Iy2i V Each as water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 —±.— Mobile Home S G W 020.00 PERMIT FEE _ l (/1. 1 ELECTRICAL PERMIT Filing Feel 20.00 ov Main Service a0A OR LES 2aooR LEssS 23.00 Uj� "PE AUT FEE PAM sI I v" S� SHERIFF $ OTH AAOVW RECOMb ; 0 TA G) Q * To FEJT INTO cow �— Main Service 200A TO I000A 46.00 - NEW CONST. OWEU.INO OGCUP. SO OR ADONS. 6 ACC. BLDS. 3.52fT. COS MULn oUTLET NON•RES10. @7.50! ---^ POWER APPARATUS -- 6 SINGLE OUTLET CIFL I I Ex. Occup. OUTLET OR FIXTURES 20 0 ,.00 SAL a .SO Ex. OCCLI . UrLED AJAEGIDPPLNS. OR oUnETc aeslD. EA 5.00 _ Tempo Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 r' t S 2: PERMIT FEE $ �i MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6,50 I Ventilation PERMIT FEE 1 $ Mobile Home Installation Fee I $ Energy Inspection Fee I $ occ TOTAL FEE $ RAZ. 1 D. FEES I IMP I FLOOD I COF--- PARCEL 1 PO I HO I ISSUE This permit is hereby issued under the applicable provisions'" of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been-paid. By Date _ PERMIT EXPIRES ON ReceiptNo. WHITE-D.O.S.-B.D. CANARY-ASSESSOR PINK-INSPECTOR UOLDENROD•APPLICANT T •d `. dTT=EO 60 OT loo r .. - . Y :� 6 -.� - ., i J COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL -• NUMBER ZONING BUILDING PERMIT OWNER / _TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS ./1eX0 , Tf5�t,4Z, A ,;e—, CONTRACTOR'S NAMETELEPHONE /-, u_JjuJd CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is FilingFee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ,ENGINEER / LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS U C _ 1/ Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFX Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S G JW O.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑// Uti lities g Installation❑ Other ❑ Describe work:' vlf, V/(,Z ��'�i1��ee= _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee' 10.00 Main service OOOV OR LESS 100 AMP OR LESS 10.00 44 40 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check.one): El am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect.SINGLE License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ontract- ❑ I, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ors. ❑ I am exempt under Sec. , Business and Professions Code for this reason GOCCUP.N� y22sgft oR ADDNSCONST. DWEACCLLING / NEW CONSTR U T+.OUTLET 2,50 ea NO N•RESID BRANCH CIRC ITS POWER APPARATUS Is OUTLET CIR. EX. OCc Up(OUTLETS OR FIXTURES 20930t 1.20 ALe 30 FIXED APPLNS. OR EX. OCCUp. OUTLETS (RESID.1 EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00, ^� Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1© I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIirig Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against -said County in consequence of the granting of this permit. X Date - Iv ; Signature of Applicant — OwnerQ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ ^ X� OCcu P. CON5T.TYPFJ I FLOOD PARCEL PD I NO I ISSUE This permit is hereby issued under sions of -the But County Code and/or work indicated above for which ` ] DIRECTOR OF PUBLIC B ///{{{ III iLI%! 11.'_ - y PERMIT EXPIRES Date—' the applicable provi- resolutions to do fees have been paid. WORKS A J Date r " Receipt No., WNITE-D.P.W.. YELLOW-ASSCSSOR, PINK-IN9PlCTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO ZZ 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AN& PERMIT ASSESSOR PARCEL NUMBER _ 3 -7 ZONING BUILDING PERMIT owN TE E HNE - OCC. BUILDING VALUATION . OWNER'S MtkILING ADDRESSVO s NT ACTOR'S NAME TE EPH NE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ - ARCHITECT NGIN ER r LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ . ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS l �G Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water piping 5,00 Each qas water heater or vent 5,00 USE OF STRUCTURE SF/14 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New ❑ Addition r❑R Remodel ❑ Utilities Installation❑ Other ❑ Describe work:��C V--,�& Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service S 1000 AMP OR1 OR SLESS 10.00 6V Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F]NON.RESID I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification .�(�t 7[�{� 1, as the owner, or my employees with wages as their sole compen- /� iation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& OR ADONS. ACG. BLDGS. ,/:2sgft NEW CONSTR. MULT'-OUTLET BRANCH CIRC ITS 2,50 ea /POWER APPARATUS e l SINGLE OUTLET CIR. Ex. Occup�OUTLETS OR FIXTURES 20050t< eAL030 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.7 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Mi c. Wiring g 15.00 _ / Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Not ce to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3,00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai id un in co ence of the granting of this permit. �(� Signature of Applicant — over Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP, CONST.TYPE I I FLOOD PARCEL PD 1 ND 990E This permit is hereby issued under sion s o the Butte County. Code and/or work nd cated abo a for which fees OR OF PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS D Date lS�/�0 Receipt Nod 3�� WHITE-D.P.W., YELLOW-ASSE990R, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT `OF. PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, S?,L,IFORNIA 95965 - TELEPHONE: 916/534,-4541 Z �, PERMIT AFFIrtfCATION DATAySHEET . MY OWNER D. t F -, Proposed Building Use Building` Inspector Permit A. P. No. Date! At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: ` DATE RECEIVED APPROVED 1. 2. 3. 4. 5. 6. 7 8. 9. 10. 11. 12. 13. 14. 22. All items have been submitted. . . . . . . . . . . . Plot plans in duplicate./triplicate, signed by preparer of plans. . Complete plans in duplicate./triplicate, signed by preparer of plans. Complete engineered plans and calcs, with wet signature on plans. Plans with Energy Design Compliance Statement. . . . . . CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . Statement of Intent for Non -Heated and AC Buildings. Fees of $ , Letter of signature authorization. Sanitation approval from Health Dept. Planning approval for (A) Use: (B) Parking:— Certificate arking: Certificate of Workmen's Compensation Insurance. . . . . . Contractor's License Information (no., name style, classif.) , Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ), Improvements may be required. . . . . . . . . , , Mobilehome Installatio Data.. . . . . . . Pre -Inspection for Pre-Inspec. request to = 12- %/— • Required. Building Inspector (Date Recorded copy of Agricultural Acknowledgment Statement. Driveway Permit. Plot plan approval from city of s When you issue the permit, process as follows: )Mail to owner, Mail to contractor. Telephone and hold for pickup at—off ice, Deliver w/inspector. Other Applicant ��``���✓•� �I to �''� 0 Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). I 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_mail_couMer by date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder — Flours: 10:00 a.m. - 3:00 p.m. Copy—DPW COUNTY OF BUTTE - _.I)eFarfineil''t of Public Works 7 County Center'Drive., Oroville, CA 95965 OWNER -BUILDER VERIFICATION Attention Property Owner: Phone: 916-534-4541 An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major,labor and materials for construction of the proposed property improvement (yes or no). 2. I (have/have not) signed an application for a building permit for tEie proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone t Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work! Name Address City Phone Contractors.License No. 5. I will provide some of the work but I have contracted (hired) the.following persons to provide the work indicated: Name Address Phone Type of Work 4, Signed: Property Owner Social Security Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before.we are per mitted to issue the permit. I .40, m -rt d, N T L IAJE 49 o• -Ti N .Po 7- A -j 5'1 A 8A4Jb&4 5,E� /c� -j -TWAN IN 7,71 SI TE PLAN Z'7,41� I PLANNING DIVISION - BUILDING PLAN APPROVAL Use: s-_ Date: Parking: Landscaping: Other. Signature: Owner: APW 64(.0 -70 F IL ILE lqo�raWS ��037-370-Oet� Co6jA-j2 2v s Lh_ o� O n 6XI 5 7 /-, a 21 " ell -Av t7 N U3 ttt di -Av t7 N U3 di • 1 (9 4 t- 22 100'0 *Pool enclosure is 5', non -climbable. *AII gates to pool are self -latching, and open outward *Any door opening onto pool shall have alarm Alternate Leach Field of 85dBm or greater *Pool shall not be built on any easement \ dog kennel \ equipmen \ X11 Septic tan 25'7 687 i Well Residence PERFECTION POOLS & SPAS, INC. 172 E. 20TH ST CHICO, CA 95928 Oaf 3-7 90A 32'0 15'0 pool 20'0 103'6 APPROVED Environmental Health MAR 2 7 2006 Chico, CA R, t C I'.. %.. 1 `e_ Vevl le 343 —7970 Well Residence PERFECTION POOLS & SPAS, INC. 172 E. 20TH ST CHICO, CA 95928 Oaf 3-7 90A 32'0 15'0 pool 20'0 103'6 APPROVED Environmental Health MAR 2 7 2006 Chico, CA R, t C I'.. %.. 1 `e_ Vevl le 343 —7970 r J, J ry li, o+•.� AA ISS^'" t��bL�1�r•f� R a .. -,% �! •r (E) l,�f�GN F�CsLrj 1 KEW W N6 l., l N ,yyam' h,�lr • � 'T1 .Its .t wE W -7tP.3 z. r?kMILY MM.4y PINING AREA n A. APPROVED Butte Coun y Envir nta ealth �——� to ': tcCo'1 � IztMon�L UTILITY l ITY RM. ' C(t) � EXtSTtNG � I CUNncw/NEV�/GA�S ('�.t71ZM. (�iIDGNGC: FUIZI�1.4Gtr �N �TTIG 43 Gov tr rbc d 0.0 -My Zp I�/ KI NC? Environmental Hp ,-� �- AUG 0 3 2009 ChICO, CA 1 '- No.C20 s Exp. 12-31-05 �Q F®c CAL��4 6 O WARNING ! BC■SI-B1 SUMMARY SHEET -GUIDE FOR HANDLING, INSTALLING, RESTRAINING AND BRACING OF TRUSSES (2006 EDITION) GENERAL NOTES NOTAS G_ ENERALES Trusses are not marked in any way to identify Los trusses no estan trikados de ning6n modo que the frequency or location of temporary lateral identifique la frecuenda o localizad6n de restriod6n lateral restraint and diagonal bracing. Follow the y arriostre diagonal temporales. Use las recomendadones recommendations for handling, installing and de manejo, instalad6n, restricd6n y arriostre temporal de temporary restraining and bracing of trusses. los trusses. Veal el folleto BCSI Guia de Buena Practices Refer to BSI Guide to G�P��ce for Data Manejo. Instalaci6n R��on y Arrio�de los HandlingHandling. Ins�Iling. Rei^i^g & Bi ofR�ining & Bi of Trusses Madera con Plates de Memel para �e�I Plate Conn��Wood Truss Truss for more information mess detallada. detailed informalion. Losdibujosdedisenodelostrussespuedenespecificarlas Truss Design Drawings may specify locations of localizaciones de restriai6n lateral permanente o refuerzo permanent lateral restraint or reinforcement for en IDs miembros individuales del truss. Vea la hoja individual truss members. Refer to the BC'SL-0 resumen BCSI-B3 - Restrtcd6n/Arriostre Permanente de Summary Sheet -Permanent RestrainUBracing Cuerdas y Miembros Secundados para m6s informad6n. of Chords & Web Members for more information. EI resto de los disenos de arriostres permanentes son la All other permanent bracing design is the responsabilidad del Disenador del Edifido responsibility of the Building Designer. ® The consequences of improper handling, erect- ing, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. r EI resultado de un manejo, levantamiento, instalacl6n, restricci6n y arrisotre incorrecto puede ser la caida de la estructura o a6n peor, heridos o muertos. QBanding and truss plates have sharp edges. Wear gloves when handling and safety,glasses when cutting banding. r' Empaques y placas de metal tienenbordes afilados. Use guantes y lentes protectores cuando torte los empaques. HANDLING — MANE)O A Avoid lateral bending. — Evite la fiexi6n lateral. © The contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite.. EI contratista tiene la responsabilidad de recibir, descargar y almacenar adecuada- mente los trusses en la obra. is i i •i: !%' %�"' l S M:nai y _ If trusses are to be stored horizontally, place blocking of sufficient height beneath the stack'of trusses at 8' to 10' on center. For trusses stored for more than one week, cover bundles to prevent moisture gain but allow for ventilation. Refer to BCSI Guide to Good Practice for Handling. Installing. Restraining & Bracing of Metal Plate Connected Wood Trusses for more detailed information pertaining to handling and jobsite storage of trusses. Si los trusses estaran guardados horizon- talmente, ponga bloqueando de altura sufidente detras de la pila de los trusses. � \err 0 I��� ® Use special care in Utiltce cuidado windy weather or especial en dias near power lines ventosos o cerca de and airports. cables electricos o de aeropuertos. flin Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. , Do not store ori No almacene en Para trusses guardados por mas de una G uneven ground. tierra desigual. semana, cubra los paquetes para prevenir aumento de humedad perp permita venti- laci6n. r Vea el folleto BCSI Guia de Buena Practica l 'para el Manejo Instalaci6n. Restdcci6n y Ar- dostres de los Trusses de Madera Conectados —"- con Placas de Metal para informaci6n mas detallada sobre el manejo y almacenado de IDS trusses en area de trabajo. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES i RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. ® Warning! Don't overload the crane.' -5 iAdvertencia! No sobrecarga la gr6a! Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nunca use solo los empaques para. levantar un paquete. r No levante un grupo de empaques individuales. A single lift point may be used for bundles with trusses up to 45. Two lift points may be used for bundles with trusses up to 60'. ' %& Warning! Do not over load supporting Use at least 3 lift points for bundles with structure with truss bundle. trusses greater than 60'. iAdvertencia! No sobrecargue la estructura Puede usar un solo lugar de levantar para apoyada con el paquete de trusses. paquetes de trusses hasta 45 pies. Puede usar dos puntos de levantar para Place truss bundles in stable position. paquetes mess de 60 pies. APuse paquetes de trusses en una posici6n Use por to menos fres puntos de levantar para estable, paquetes mess de 60 pies. ' INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACION POR LA MANO DE TRUSSES INDMDUALES Trusses 20' Trusses 30' or t , or less, sup -less, support at f port at peak. quarter points. Levante Levante de del pito los los cuartos l trusses de de tramp los 20 p!es o f Trusses up to 20' -1m. trusses de 30 • E Trusses up to 30' menos. Trusses hasta 20 pies pies o menos. Trusses hasta 30 pies HOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDUALES QHold each truss in position with the erection equipment until top chord temporary lateral restraint is installed and the truss is fastened to the bearing points. Sostenga sada truss en posici6n con equipo de grua hasta que la restricci6n lateral temporal de la cuerda superior este instalado y el truss esta asegurado en los soportes. ® Warning! Using a single pick -point at the peak can damage the truss. iAdvertencia! EI use de un solo lugar para levantar en el Pico puede hater dano al truss. HOISTING RECOMMENDATIONS FOR SINGLE V -0v.• TRUSSES . 60• or less RECOMENDACIONES PARA LEVANTAR TRUSSES INDMDUALES - Approx. 1/2 y Tegline- truss length TRUSSES UP TO 30' _ reader bar TRUSSES HASTA 30 PIES Tbe-in Tfoe_:n Attach Locale Spreader bar 10' o.c. Spreader oar 12 toabove or sti8tck max. 2/3 truss length —yl mid -height Tegline TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Spreader, bar 2/3 to ' - / Imo_ . 3/4 truss length TRUSSES UP TO ANDOVER 60' • TRUSSES HASTA Y SOBRE 60 PIES TEMPORARY RESTRAINT & BRACING.- RESTRICCION Y ARRIOSTRE TEMPORAL . Refer to BCSI-B2 Summary Sheet - Truss Installation & Temooy Restraint/Bracina for . �7Top Chord Temporary more information. ( Lateral Restraint (TCTLR) Vea el resumen BCSI B2 - Restricci6n/ 2x4 min. Arriostre Temporal y Instalacidn de los Tru scec para mas informaci6n. QLocate ground braces for first truss directly in line with all rows of top chord temporary lat- eral restraint (see table in the next column). =90° Coloque los arriostres de tierra para el primer + truss directamente en linea con sada una de Brace first truss las filas de restricct6n lateral temporal de la 0 securely before cuerda superior (vea la table en la pr6xima ' erection of additional columna). trusses. o Do not walk on unbraced }% trusses. 4 No camine en trusses sueltos. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALLACION DE LOS TRUSSES Q1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Instate los arriostres de tierra. 2) Instate el primero truss y ate seguramente at arriostre de tierra. 3) Instate los pr6ximos cuatro trusses con restricci6n lateral temporal de miembro corto (vea abajo). 4) Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instale arriostre diagonal para los pianos de los miembros secundarios para estable los primeros cinco trusses (vea abajo). 6) Instate la restricci6n lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. ® Refer to BCSI-B2 Summary Sheet - Truss Installation & Tem ora[y Restratnt/Bracina for more Information. Vea el res6men BCSI-B2 - Instalaci6n de Trusses y Arriostre Temporal para mayor information. RESTRAINT/ BRACING FOR ALL PLANES OF TRUSSES EL RESTRICCION/ARRIOSTRE EN TODOS PLANOS DE TRUSSES. This restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de restricci6n y arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Spreader bar Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' for truss Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' "O O -s QUse proper rig- Use equipo apropiado ging and hoisting para levantar e equipment. improvisar. flin Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. , Do not store ori No almacene en Para trusses guardados por mas de una G uneven ground. tierra desigual. semana, cubra los paquetes para prevenir aumento de humedad perp permita venti- laci6n. r Vea el folleto BCSI Guia de Buena Practica l 'para el Manejo Instalaci6n. Restdcci6n y Ar- dostres de los Trusses de Madera Conectados —"- con Placas de Metal para informaci6n mas detallada sobre el manejo y almacenado de IDS trusses en area de trabajo. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES i RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. ® Warning! Don't overload the crane.' -5 iAdvertencia! No sobrecarga la gr6a! Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nunca use solo los empaques para. levantar un paquete. r No levante un grupo de empaques individuales. A single lift point may be used for bundles with trusses up to 45. Two lift points may be used for bundles with trusses up to 60'. ' %& Warning! Do not over load supporting Use at least 3 lift points for bundles with structure with truss bundle. trusses greater than 60'. iAdvertencia! No sobrecargue la estructura Puede usar un solo lugar de levantar para apoyada con el paquete de trusses. paquetes de trusses hasta 45 pies. Puede usar dos puntos de levantar para Place truss bundles in stable position. paquetes mess de 60 pies. APuse paquetes de trusses en una posici6n Use por to menos fres puntos de levantar para estable, paquetes mess de 60 pies. ' INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACION POR LA MANO DE TRUSSES INDMDUALES Trusses 20' Trusses 30' or t , or less, sup -less, support at f port at peak. quarter points. Levante Levante de del pito los los cuartos l trusses de de tramp los 20 p!es o f Trusses up to 20' -1m. trusses de 30 • E Trusses up to 30' menos. Trusses hasta 20 pies pies o menos. Trusses hasta 30 pies HOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDUALES QHold each truss in position with the erection equipment until top chord temporary lateral restraint is installed and the truss is fastened to the bearing points. Sostenga sada truss en posici6n con equipo de grua hasta que la restricci6n lateral temporal de la cuerda superior este instalado y el truss esta asegurado en los soportes. ® Warning! Using a single pick -point at the peak can damage the truss. iAdvertencia! EI use de un solo lugar para levantar en el Pico puede hater dano al truss. HOISTING RECOMMENDATIONS FOR SINGLE V -0v.• TRUSSES . 60• or less RECOMENDACIONES PARA LEVANTAR TRUSSES INDMDUALES - Approx. 1/2 y Tegline- truss length TRUSSES UP TO 30' _ reader bar TRUSSES HASTA 30 PIES Tbe-in Tfoe_:n Attach Locale Spreader bar 10' o.c. Spreader oar 12 toabove or sti8tck max. 2/3 truss length —yl mid -height Tegline TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Spreader, bar 2/3 to ' - / Imo_ . 3/4 truss length TRUSSES UP TO ANDOVER 60' • TRUSSES HASTA Y SOBRE 60 PIES TEMPORARY RESTRAINT & BRACING.- RESTRICCION Y ARRIOSTRE TEMPORAL . Refer to BCSI-B2 Summary Sheet - Truss Installation & Temooy Restraint/Bracina for . �7Top Chord Temporary more information. ( Lateral Restraint (TCTLR) Vea el resumen BCSI B2 - Restricci6n/ 2x4 min. Arriostre Temporal y Instalacidn de los Tru scec para mas informaci6n. QLocate ground braces for first truss directly in line with all rows of top chord temporary lat- eral restraint (see table in the next column). =90° Coloque los arriostres de tierra para el primer + truss directamente en linea con sada una de Brace first truss las filas de restricct6n lateral temporal de la 0 securely before cuerda superior (vea la table en la pr6xima ' erection of additional columna). trusses. o Do not walk on unbraced }% trusses. 4 No camine en trusses sueltos. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALLACION DE LOS TRUSSES Q1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Instate los arriostres de tierra. 2) Instate el primero truss y ate seguramente at arriostre de tierra. 3) Instate los pr6ximos cuatro trusses con restricci6n lateral temporal de miembro corto (vea abajo). 4) Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instale arriostre diagonal para los pianos de los miembros secundarios para estable los primeros cinco trusses (vea abajo). 6) Instate la restricci6n lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. ® Refer to BCSI-B2 Summary Sheet - Truss Installation & Tem ora[y Restratnt/Bracina for more Information. Vea el res6men BCSI-B2 - Instalaci6n de Trusses y Arriostre Temporal para mayor information. RESTRAINT/ BRACING FOR ALL PLANES OF TRUSSES EL RESTRICCION/ARRIOSTRE EN TODOS PLANOS DE TRUSSES. This restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de restricci6n y arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Lon itud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingentero para trusses de mas de 60 pies. See BCSI-B2 for TCTLR options. LA RESTRICCION Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Vea el BCSI-B2 para las opciones de TCTLR. Diagonal Bracing ®Refer to BCSI-B3 Sum- mm� Sheet -Permanent l RestrainUBracing of Chords & Web Members for Gable every / every 15 truss spaces (30) End Frame restraint/bracing/ " j reinforcement information. Bow Para informacl6n sobre Apply Diagonal Brace to i I'7f Repeat diagonal para armaz6n de hasdal vea LI braces for each set of *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingentero para trusses de mas de 60 pies. See BCSI-B2 for TCTLR options. LA RESTRICCION Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Vea el BCSI-B2 para las opciones de TCTLR. Diagonal Bracing ®Refer to BCSI-B3 Sum- mm� Sheet -Permanent 10' or 15'*� Repeat Diagonal Bracing RestrainUBracing of Chords & Web Members for Gable every / every 15 truss spaces (30) End Frame restraint/bracing/ " j reinforcement information. Bow Para informacl6n sobre Apply Diagonal Brace to restricci6n/arriostre/ref lerzo I'7f Repeat diagonal para armaz6n de hasdal vea LI braces for each set of el resumen BCSI-B3 - Re- 4 trusses. stricci6n/Arriostre Ground bracing not shown for clarity. Repita los arr!sotres Permanente de Cuerdas y diagonales para Cada Mtembros Secundartos. - grupo de 4 trusses. 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS 4' 1-1/4" 20.8' iagonal LATERAL RESTRAINT Bracing g & DIAGONAL BRACING Web Members 1.3/8" ARE VERY IMPORTANT 1.1/2^ iLA RESTRICCION 1-3/4" LATERAL Y EL Tolerancias para D/50 max --- Fuera-de-Plomada. ARRIOSTRE a8' DIAGONAL \ Bottom Chords SON MUY IMPORTANTES1 Diagonal Braces every 30 truss spaces (20' max.) Q10'-15' max. Same spacing as bottom chord Lateral Restraint Some chord and web members not shown for clarity. 3) BOTTOM CHORD — CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses. Bottom chords —_,,Ar,,,�Diagonal Braces every 10 truss spaces (20' max.) 10'-15'Some chord and web members max. not shown for clarity. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES LA RESTRICCION Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 © Refer to BCSI-B7 Diagonal Bracing Summary Sheet 10' or 15'*� Repeat Diagonal Bracing - Tempos & Per- R �(in / manent Restraint/ every / every 15 truss spaces (30) BtB�i g for Parallel Chord Trusseshord Trus ev Trul��for " j more information. Bow Vea el resumen Apply Diagonal Brace to BCSI-B7 - Res[ric- vertical webs at end of tion y Arriostre cantilever and at bearing All Lateral Restraints Temporal v_ Permanente de locations. lapped at least two trusses. rl Trusses de Cuerdas *Top chord Temporary Lateral Restraint spacing shall be parale(as para mess 10' o.c. max. for 3x2 chords and 15' o.c. for 42 chords. informaci6n. INSTALLING — INSTALACION out of Plane'' 2Tolerances for Out -of -Plane. Out of Plumb Max. Truss Tolerancias para Fuera-de-Piano. Max. Bow ref— Length —►I Ma/ u Mm. ow Length---► I' D/SO 1/4" 1/2" D (ft.) 1' 2' Bow Length 3/4" 12.5' 7/8" 14.6' 1" 16.7' ' Max. Bow/ -1 f. i1 ; 3l4" 3' 1-1/8" 18.8' - - - f Length I 4' 1-1/4" 20.8' s d Plumb O Tolerances for bob Out -of -Plumb. 1-114" 1-1/2- 5' 6' . 1.3/8" 22.9' 1.1/2^ 25.0' 1-3/4" 29.2' Tolerancias para D/50 max --- Fuera-de-Plomada. 2^ a8' 2" 1 233.3' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all lateral restraint and bracing is securely and properly in place. No proceda con la construcci6n hasta que todas las restric- Cones laterales y los arriostres esten colocados en forma aprop!ada y Segura. Do not exceed maximum stack heights. Refer to BCSI-B4 Summary Sheet -Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el resumen BCSI-B4 Carga de Construcci6n para mayor informaci6n. 'Maxim um Stack Height for Material on Trusses Material Height Gypsum Board 12• Plywood or OSB 16• Asphalt Shingles 2 bundles Concrete Block B" Clay Tile 34 tiles high 0 Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. Never stack materials near a peak. Nunca amontone material cerca del pito. Place toads over as many trusses as possible. Coloque las cargas sobre cantos trusses tomo sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. Truss bracing not ALTERATIONS — ALTERACIONES shown for clarity. QRefer to BCSI-B5 SummarySheet - Truss Damage, lobsite Modifications & Installation Errors. Vea el resumen BCSI-B5 Danos de trusses. Modifi a ions en la Obra y Errores de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ning6n miembro estructural de los trusses, a menos que este especfficamente permitido en el dibujo del diseno del truss. ®Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garanda del Fabricante de Trusses. NOTE: The Truss Manufacturer and Tori Designer rely on the presumption that the contractor and crane operator (if applicable) are professionals with the capability to undertake the work they have agreed to do on any given project. If the contractor believes it needs assistance in some aspect of the construction project, it should seek assistance from a competent parry. The methods and procedures outlined in this document are intended to ensure that the overall construction techniques employed will put the trusses Into place SAFELY. These recommendations for handling, Installing, restraining and bracing trusses are based upon the collective experience of leading personnel involved with truss design, manufacture and Installation, but must, due be the nature of responsibilities Involved, be presented only as a GUIDE for use by a qualified Building Designer or conirscooc It is not Intended that these recommendations be interpreted as superior to the Building Designers design specification for handling, installing, restraining and bradng trusses and It does net preclude the use of other equivalent methods for restraining/bracing and providing stability for the walls, columns, Boors, roofs and all the Interrelated structural building components as determined by the Contractor Thus, WTCA and TPI expressly disclaim any responsibility for damages arising from the use, application, or reliance on the moommendadons and Information contained herein. TRUSS PLATE INSTITUTE 6300 EnterpriseLane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 608/2744849 • www.sbcindustry.com 703/683.1010 • www.tpinst.org BIWARN11x17 20061115 Ay r i'6 8'7 Residence I kennel 11'9 0 Z` 32'0 20'0 103'6 1i 15' F1 *Pool enclosure is 5, non -climbable. *All gates to pool are self-li-atching, and open outward *Any door opening onto pool shall have alarm of 85dBm or greater *Pool shall not be built on any easemOnt COMPLY WITH 2004 CALIFORNIA ELECTRICAL CODE ARTICLE 680 An outdoor swimming pool shall be proviided with a barrier that complies with Californiia Health and Safety Code Section 115920- 115927 shall be installed, inspected and approved prior to plastering or filling with. water y%As'T J J Karen Rogers 1140 Stanley ave. Chico, CA 343-7570 Owner Pool General Specifications Size: 16 " 32 Perimeter wedding cake steps Depth: 3 1/2'-6' Filter Pump: 1.5 hp Skirhmer model: doughboy Deck- Main eckMain Drain: Double Light: Clocm-A.G. Electrical by: happy bottom Pool cleaner: Ranger Chlorinator: Aquatrol Board: no Slide: no hard plumbing l6 fze46-- O BUM COUNTY APPROVED 192 e7,a-v S72 E A# �5�9_ 77n —d fl iX 1/8"=1' PERFECTION C A 01 J 172. E. 20th Sb*d, Chi" CA 530.$N.0437 573-2976 Q � ' POOL ASSEMBLY AND POOL LAYOUT INSTALLATION INSTRUCTIONS ' ' ' ' t ' ' 34'X 18' 41'X 21' 24 �X 12 24 X 16 28 X 16 32 X 16 3 DIMENSIONS 0 C, SIGNATURE SERIES OVAL POOLS "4i" 4i"-41'—'48'. " Numbers across the to---�_- CLEARANCE THINK "SAFETY FIRST" p 24" 4i" Z4" " " " CLEARANCE " re resent the ool size in feet POOL 24" 4i" 4i" 24" CLEARANCE POOL r CLEARANCE 24 4i 4i 24" 24 4i 4s 4i 24" 24" 4i 48" 4i" 24" POOL ---T-- - Z_RADIUS RADIUS POOL CLEARANCE RADIUS C,--, ; Safe and correct use of your new Doughboy pool means swimming and wading only. DO NOT DIVE OR JUMP! p p RADIUS RADIUS RADIUS ir_` RADIUS 1._ POOL - -• •- RADIUS _ I -- - RADIUS The above -ground pool is not designed for these activities! .(length and width) Of Doughboy 1�\ RADIUS L CLEAIRANCE y INSTALLATION "Signature Series" above ground �� RADIUS Installation of a Doughboy pool is not very hard, but it is a big job. The job will be easier if two or three friends help with family OOIS. Below each size is the installation. Follow all instructions exactly. Your pool warranty is void if pool assembly and installation instructions are y p not followed 100•/.. Read all instructions provided with accessories such as filter, pump, skimmer, etc. prior to starting. a plan Of that p001 With a Plan 3-5 days for pool assembly and installation. Avoid windy days. Before you start, check to see that you have the -t I I ! correct number of parts. Use your Parts List, which is broken down by carton. Do not throw away any of the inspection slips clearance radius (dash lines) or cartons until you are sure you have all the parts. Your dealer will promptly replace any missing parts.which The warrantyis void if the design of the pool is altered in an way. No changes may be made to an of the arts. The IS required for external 9 P Y Y 9 Y Y P r-�" i -� / 10-44 � pool must be assembled according to Doughboy's instructions. You must be complete) satisfied with the completed pool pool parts. If a deep swimming ��� ��� ��� �// 9.-�" PooL �`� �'� \� �� 12'-r' installation, whether self -installed or professionally installed before proceeding with additional landscaping. _ P Y P 9 P 9 STAKES iT - STAKES �` '- STAKES area excavation Is desired SIDE L_--__ J �_ RADIUS �____.___ _ _. TAKES ' SUPPORTS - L _- ��" STAKES c Z - - -- - -� - �' Z_ _. -� STAKES IMPORTANT CAUTION: To prevent a potentially dam agingheatriseconditionfromoccurringunderyourpool'swintercover SUPPORT SIDE \SUPPORT SIDE SUPPORT additional layout dimensions are SIDE SUPPORT � --7- --�\ --J=u (if used), do not leave the cover on your pool too long at the beginning of the swimming season, or install it too soon at the CLEARANCE SIDE ;SUIPORT SUPPORTS CLEARANCE SUPPORTS CLEARANCE SUPPORTS CLEARANCE SUPPORT end of the season. Warping of pool parts due to excessive heat is not considered to be a manufacturer's defect under the given in Step 3. Be sure to read SUPPORTS iCLI kRANCE SIDE CLEARANCE terms of your warranty. "Preliminary Planning" before SUPPORTS CONTRACT INSTALLATION Starting Installation. Doughboy Recreational is in no way affiliated with any professional pool installer. Therefore, Doughboy can assume 0 no responsibility for errors in installation by the homeowner or said professional installer. If you have the pool installed by others, please supervise to be sure they comply with proper installation techniques as shown. LOCAL CODES Check see if building permits or utility clearances are required. Obey all safety codes for fencing and all electrical codes. INSTALLATION CAUTIONS SPECIAL CARE MAXIMUM," OUT -OF -LEVEL FROM SIDE TO Doughboy pools are designed to exceed industry recommended safety factors. However, special care must be taken SIDE OR END TO END with certain installation procedures that the installer performs and controls. 1) Framework must be level - Referring to "Installation Cautions" shown at right, six pool installations illustrate im roper 6.4. c' -o" DO NOT BACK -FILL methods of installation or errors during the leveling of the ground (Step 2) or positioning of the patio blocks (Step 11� The MIN. MIN. TOE AGAINST POOL WALL entire pool framework must sit on flat (level) ground. An out -of -level condition will produce stresses in the pool structure and/ POOL WALLOF or deformities in the wall that could cause pool wall failure. CREST SLOPE RUPTURE OF WALL MAY OCCUR 2) Wall joint and joint piece -This is where the wall joins together. Damage to the wall joint or joint piece reduces OF - El the safety factor and can result in a weak installation. Follow instructions using extreme care. SLOPE / GROUND NOT LEVEL 3) Cove - The cove keeps the liner from creeping out from under the pool wall. Follow instructions to the letter. Don't r , IN. 11111 1 short-cut or substitute materials. Do not use materials that will shift. Improperly installed pools can rupture, allowing I z. I _ - thousands of gallons of water to rush out and cause extensive property damage and personal injury. 4) Set up pool on soil surface. Doughboy pools are not designed to be buried. Outside ground forces can collapse PATIC eLocKs - DO NOT ALLOW WATER TO GROUND LEVEL OR PATIO BLOCKS the pool wall. SETTLE AROUND POOL PROVIDE POSITIONED HIGHER THAN ADJACENT AREA AT VERTICALS WILL 5) External Support - The excavation and use of 8" X 8" x 16" concrete blocks (Steps 5-9) to reinforce the side supports GOOD DRAINAGE. CAUSE "WRINKLING" OR BUCKLING" OF THE WALL. is a critical structural detail which cannot be varied from instruction. These blocks and the firm undisturbed soil around them become the load bearing components for the forces on the pool sides. DO NOT substitute other building materials for the INSTALLATION NEAR SLOPES DO NOT BACKFILL AGAINST POOL WALL D( NOT BURY POOL PROVIDE GOOD DRAINAGE WALL WRINKLING TILTED POOL concrete blocks. A pool filled with water weighs many tons. If pool is installed too Back -fillip against the pool wall can cause outside round forces to Buying a pool in the ground above the bottom rails will cause Prevent run-off rain water and general yard watering from settling Prevent wrinkling of the pool wall during installation bychecking and If the ground level slopes in any direction more than 1" from one side HOW TO USE THESE INSTRUCTIONS close to the "Crest" of a sloe the pool/water weight could cause the collapse the g P g a ressive soils to corrode the pool components. Dee burial of pool against the pool frame and wall to prevent corrosion and unsightly rechecking the levelness of the round and patio blocks (Optional) Th in slope, P 9 p e pool. Some soils are highly aggressive and will corrode gl P P P P 9 P P 9 Y 9 9 P ( P ) to the other or 1" from one end to the other, the wall may rupture These installation instructions are used in conjunction with your pool parts list for identi in arts as referred to in each - components. Provide good drainage at each vertical Steps 2 and 11). If one patio block is higher than causing extensive roe damage and personal injury. Follow Step step. pool n fy g pp ground to give way. The pool can rupture, allowing thousands of the pool components, resulting in pool failure. Keep pool exteriorclear into the ground can cause outside ground forces to collapse the pool. crustation build-up on the pool comp g g ( 9 property rtY 9 p p ca be excavated for a deep swimming area if the liner carton is labeled 20 M!I. or 25 Mil. expandable gallons of water to rush out and cause extensive property damage of soils and other materials around its entire perimeter. Provide good PcDI must be installed on top of the ground with good drainage away away from pool. those positioned at each side, wrinkling of the wall will occur when 2 carefully, rechecking levelness of ground before proceeding to next (see Step 3). Q _ __ __ -_ and personal injury. Consult with local building department. If pool drainage away from pool. frau pool. wall is installed. step. 3uN P 1 rY 9 P P 9 Y P ;, is installed too close to the 'Toe" of a slope, outside collapsing ground forces can collapse the pool wall �•PUM, QC7f R71NG 'St -PERFECTION A_ 11116- �[O 1 / , ..,2X4- PEC,� 0 . POOL LAYOUT GROUND LEVELING OPTIONAL SPECIAL PURPOSE DEEP SWIMMING AREA ONLY 897 East 20th Street Chico, CA 95928 DRILL e,. F MIN -�- - -- — — --.. HOLE I A — B DEEP SWIM AREA i' (530) 895-0437 I le, 566654 �' .�� 2 x 4 LIREVELING BOARD NAIL POOL SIZE -./ CLEARANCE 1i' WIDE POOL= 10'LONG - E POOL WALL Sales, Service is Installation A I RADIUS 18'& 21' WIDE POOL = 12' LONG-''� `/F �� ��'�` / STAKES TAKE LEVEL TOPS /' ��✓� d </ ``� lit"/ TAPE LEVEL TO �'-•� III/�� ' DEPTH LEVELING • \ 11� li \ '�' TOOL �STAKE FAVES I l;' I —QGSI�DQIVCE�rre•err*-r�" \\ `,. �' i � P.CENTERLINE SUPPORT 1��5/ ► FLAT WIDTH (NP.)unuoows � AREAS PRELIMINARY PLANNING - <�i- 1 i POOL WALL IMPORTANT: before beginning your pool installation, take a few minutes to consider the following points: �� / ��� G 30" J I J 30" 1. Check wall clearances to allow enough working area 11. No sudden slopes within 6 feet of your pool �� �� SIDE AREA CLEARANCE (POOL WALL I— f �� i LEV for your pool installation. 12. Do not install your pool on any abrasive area such as � /�� � EL AREA RADIUS i H j DEEP SWIMMING AREA CROSS SECTION 2. Check for easements. concrete, asphalt, peat moss, tar paper, gravel, wood, �.�� .� __r��� ' 3. Avoid trees and roots; do not allow leaves to fall into top of grass or on soil which has recently undergone LONGITUDINAL SECTION the pool. petroleum based chemical treatments. e" (TYP-) With a shovel and the construct depth level nd tool shown above, remove sod and level pool area. Level 4. Avoid overhead power lines. 13. Treat the round inside the pool area with a non- to the lowest spot within pool ,area. Level side areas to main pool area. Remove high points -do not fill ONLY 20 MIL. LINERS OR THICKER- You may decide to excavate a deep swimming area as shown above. Using either stake 'A' or'B' as your reference point, layout and excavate area to the dimensions shown in 5. Avoid underground piping and cables. petroleum f Refer to Pool Layout Dimensions above for your pool size. Locate stakes A and B. Level tops with long in low spots. Ground must ,always be firm. Be sure pool area is free of stones, sticks, roots and other The Deep Swimming Area is for underwater swimming only, NO DIVING, NO JUMPING. To excavate the above chart for your size pool. Remember DO NOT DIVE OR JUMP into the pool. The excavation is r9 P P 9 p based fungicide p e (available at garden supply 2" x 4" board and carpenter's level. For longer pools, intermediate stakes leveled between stakes A and objects that could uncture liner. Remember: The entire assembled pool framework must sit on flat round the dee swimming area, use the layout illustrations above, along with the measUements from the chart for intended to provide a deeper and wider swimming area only. 6. Keep sprinklers away from pool sides. shops). This may help prevent fungus stains on the P g P � P P g P g y g P P g Y- 7. Select a pool site that allows for the proper super- liner. Consult your Doughboy pool dealer. B may be necessary. Layout clearances as shown. within 1 inch of level at opposite sides. Spend additional time now to avoid disassembly later. your size pool. vision of swimmers as well as viewing children near 14. Do not install liner on nut grass or Bermuda grass. the poolPosition see your realer ofb forspecial instructions. TAKE N IDE SUPPORT EXCAVATIONS' EXPLODED SIDE SECTION INSTALL CONCRETE BLOCKS S. Position the pump and filter near convenient 15. Rid pool area of burrowing pests and insects such as STAKES AND STRING LINES S S U O • electrical outlets. gophers and termites. 4 To 5" i _ i - „ ,.,I.jil„III , ' 9. - Avoid overhanging eaves to prevent water and 16. Avoid windy days during installation: STRING uNE LOCATION debris runoff from your roof. 17. Have 2 or 3 helpers to assist you during pool assembly. Refer to your parts list to follow this IDE SUPPORT ASSEMBLY _ - STRING LINE 41/2” sequence of a partial assembly of the ! ! I I ��ly�ll�l 10. Allow 12 inches of undisturbed soil around your pool � C -25" (clearance radius). - - � r.., side vertical section. Assemble #48 TOOLS AND MATERIALS REQUIRED ` \` J D I �~�j/ to #50 using #58 and #59. Tighten / ® 53/4 firmly. Place #50 inside #49 as shown. h ; _ Materials Needed - \ A < ~ i"'� i I1' STRING LINE / ` �/ i Place and ft46 onto the assembly / V • Nails - 2 1/2" Long (1 Doz.) • 2" x 4" board (See Step 2 for length) / � �� � �� 31/2" --*-TWO DEGREES (2•) so that the angled flange of #46 ••- . - - �� ! S I ,! .�_ • 12" x 12" x 2" patio blocks (Optional) • Duct tape (2" wide) 1 SLO E DOWNWARD overlaps #45 and assemble 10 req'd for 24 x 12 •Wood stakes - 2 x 2 x 18 (approx. 12) ; �24" /�' �_ e \ I I � with four each #56 and #57 in the 12 req'd for 24'x 16' •Enamel, fast drying (Not lacquer) (Step 14) I I bottom holes only. #47 intothis>- 12 req'd for 28'x 16' • Pool coving (See Step 20) Ems• STRING LINE I y - 12 req'd for 32'x 16' I assembly. Place #51 inside #47 at H L 14 req'd for 34' x 18' Tools Required 4 \ I �� the top and center holes and loosely oRIZONTA 16 req'd for 41'x 21' • 1/4" Drive ratchet with 3" extension (For the supplied 25° / \\\ �.� ��� secure with #56 and #57. - _ ti I� SKID PLATE BEAM • 8" x 8" x 16" concrete blocks 5/16" magnetic socket <� ��� F `�X " Place the last #51 inside #47 at h g ) is 1 I . ki Ii 6 each for 24 x 12 •2 Carpenters level Transit recommended53/4"l the bottom hole. Loosely assemble r CONCRETE FILL (I j P ( ) �/ 11'/z" �. - _ r = aft td)4►i, 1 I', 4 each for 24 x 16 • Hammer SIDE SUPPORT i #12 to both sides using #56 and #57. ��� _ SEE STEP �, g + C+ ONCRETE i 6 each for 28' x 16' Flat end shovel EXCAVATIONS ��\ , �.��` Secure #45 and #46 together using ` ?=; r + ( il� j (iii I BLOCK 8 each for 32'x 16 •5/16 Hex nut driver SEE STEP 5 - I + #13. Tighten allhardwarefirmly. Insert 8 each for 34' x 18' • 25' Tape measure SPRING LINE-' When the pool side support asp lie's are-' stalled Ste 6 the will be TILTED -IN at the to to provide #11 into top of #47 and secure with 10 each for 41'x 21' • Garden rake P PP (Step )' Y P P LOCATIONS a "pre-load"condition so that tie p1�,nrater pressure is against the wall, the sides will become #13. DO NOT assemble any other j ; • t -�_, ,'�+, • Quick Set Cement • Tamping tool arts at this time. -�.� vertical. Without this "pre -load, the well will tilt outward at the top and a bowed curve in the top rails will P Remove string line. Place concrete blocks into the excavations as shown. NOTE: The thicker wall side 180 lbs. dry weight for 24' x 12 Roller (If available) Locate Stakes C, D, E and F from your pool layout. Attach strings between C and D, then E and F. The develop. Careful) di out side su or trenches following dimensions above. It is very important that the " ,` of the cement blocks must face u If over -digging has been done, use only additional 8" x 16" x 2" patio 120 lbs. dry weight; for 24' x 16' • Screwdriver, flat end (Large) p y g Pp , g ry P p' gg g y 180 Ib.s d wei h f r 2 ' 1 •2 or 3 Gard n h I first side support excavation is positioned 24" from the center of either stake to the center of the excavation. trench walls remain firm and undisturbed during and after excavation. DO NOT over -excavate with the blocks to fill. Place the assembled side supports into each trench with skid plate resting firmly against the (ry g t) 0 8 x 6 e oses (FII pool) 2401bs. (dry weight) for 32' x 16' •Two 7/16" wrenches Other side support excavations are 48" center to center. thought of back -filling later as the side supports will move when pool is filled and pool failure may result. face of the concrete blocks. Check each horizontal beam for proper slope (refer to Step 7). 240 lbs. (dry weight)or 34'x 18' • Two 9/16" wrenches 300 lbs. dry weight for 41'x21' 9 Felt *Carp measmarkingaw — : DIG OUT FOR PRESSURE PADS • INSTALL PRESSURE PADS 1 INSTALL BOTTOM RAIL LOCATOR • Ball of hey string • Carpenters saw --__. • Binder clips 1 1/4" - 2" size • Siftng screen (To remove 1/8" pebbles and larger) INSTALL LOCKS _i (Available at stationary supply stores) •Sharp knife or single edge razor blade = ,_r ! I #10 SCREWS 32 req'd for 24 x 12' • Pliers TILTED TOWARDS it 32 req'd for 24' x 16' • Drill/Bit (See Step 2) INSIDE OF POOL IDE SUPPORT ASSEMBLY 36 req'd for 28'x 16' • Small paint applicator (Q -Tip or brush) , • SIDE VERTICAL ASSEMBLY 40 req'd for 32' x 16' #t12 SCREWS 44 req'd for 34'x 181 " (SND) 24 z 1 BOTTOM SIDE RAILS 52 req'd for 41'x 21' SIDE VERTICAL 'SCRIBE a r ? STAMPED "S" BRACKET AT SIDE SUPPORT ASSEMBLY PRESSURE PADS POOL FASTENER IDENTIFICATION GROUND LEVEL '' i " 24„ APPROXI 1" DEEP i' (TYPICAL) + Your pool assembly will require all the fasteners shown below. 4V e ##10 x 3/8" SCREW 21•• LEVEL I, ! s -_� O 510-,000 tr ,> _ i Q' 1/4-20 HEX NUT I _ � : •'� .1 - � " O 511-1000 I I --J � � � `�-�", , ' � r - y NOT-' C� #i12 x 3/4" SCREW /� �.� i 3" j 510-1035 31 , '_.,li., lig CH Ylily 1- ` �'` OUT 0% 3/i -1s HEX NUT SLOPE DOWNWARD 3/4" SQUARE WOOD OR _ W 1/4-20 x 1/2 '1l J/ OBJECT takin care n of to disturb the excavated LOCATOR 321 -loss ; Gently lift side support assemblies out of their excavated positions, g AND COVER MACHINE SCREW trenches. Assemble the two pressure pads onto the horizonal beam as shown In Fig. A, referring to your 510-1018 CONCRETE ' parts list. Tighten the hardware firmly. Standing outside of the pool, workfrom left to right, carefully inserting the side support/pressure pad assembles into the excavations. This is important br aligning small and large 3/4-16 x 31/2" Position a 24" carpenter's level on top ofKhe horizontal beam. Measure 21"from the vertical upright and \ screw holes that attach pressure pads together. Use the #10 x 3/8" screws. I D NOT OMIT ANY. HEX BOLT position a 3/4" thick piece of wood or object under the level on the horizontal beam. It should read level Dig out a trench to the dimensions shawn above, grading to the sloping horizontal beam. Use a large Loosely assemble bottom rails (stamped "S"), groove up, between verticals with bottom rail locators. 330-1220 when the horizontal beam is sloping properly. Fill concrete blocks with concrete mix and level with top screwdriverto scribe grooves (approximately 1" deeper) down each side and center of the trench forflange The skid plate at the bottom of the side support assembly must fit firmly against the concrete block and the Secure bottom rail locators to side verticals with screws. NOTE: Be sure to use the top set of holes in the NOTE: All fasteners shown at actual size 01 of blocks. clearance on pressure pads. Remove the excess dirt accumulated from scribing. pressure pads must be flat on the ground with the flanges down into the scribed grooves. side verticals when assembling the bottom rail locators. DB 898-005 COPYRIGHT ©1998 MADE IN THE UNITED STATES OF AMERICA DOUGHBOY RECREATIONAL • 10959 Jersey Boulevard • Rancho Cucamonga, CA 91730-5194 J, I— f �� i LEV for your pool installation. 12. Do not install your pool on any abrasive area such as � /�� � EL AREA RADIUS i H j DEEP SWIMMING AREA CROSS SECTION 2. Check for easements. concrete, asphalt, peat moss, tar paper, gravel, wood, �.�� .� __r��� ' 3. Avoid trees and roots; do not allow leaves to fall into top of grass or on soil which has recently undergone LONGITUDINAL SECTION the pool. petroleum based chemical treatments. e" (TYP-) With a shovel and the construct depth level nd tool shown above, remove sod and level pool area. Level 4. Avoid overhead power lines. 13. Treat the round inside the pool area with a non- to the lowest spot within pool ,area. Level side areas to main pool area. Remove high points -do not fill ONLY 20 MIL. LINERS OR THICKER- You may decide to excavate a deep swimming area as shown above. Using either stake 'A' or'B' as your reference point, layout and excavate area to the dimensions shown in 5. Avoid underground piping and cables. petroleum f Refer to Pool Layout Dimensions above for your pool size. Locate stakes A and B. Level tops with long in low spots. Ground must ,always be firm. Be sure pool area is free of stones, sticks, roots and other The Deep Swimming Area is for underwater swimming only, NO DIVING, NO JUMPING. To excavate the above chart for your size pool. Remember DO NOT DIVE OR JUMP into the pool. The excavation is r9 P P 9 p based fungicide p e (available at garden supply 2" x 4" board and carpenter's level. For longer pools, intermediate stakes leveled between stakes A and objects that could uncture liner. Remember: The entire assembled pool framework must sit on flat round the dee swimming area, use the layout illustrations above, along with the measUements from the chart for intended to provide a deeper and wider swimming area only. 6. Keep sprinklers away from pool sides. shops). This may help prevent fungus stains on the P g P � P P g P g y g P P g Y- 7. Select a pool site that allows for the proper super- liner. Consult your Doughboy pool dealer. B may be necessary. Layout clearances as shown. within 1 inch of level at opposite sides. Spend additional time now to avoid disassembly later. your size pool. vision of swimmers as well as viewing children near 14. Do not install liner on nut grass or Bermuda grass. the poolPosition see your realer ofb forspecial instructions. TAKE N IDE SUPPORT EXCAVATIONS' EXPLODED SIDE SECTION INSTALL CONCRETE BLOCKS S. Position the pump and filter near convenient 15. Rid pool area of burrowing pests and insects such as STAKES AND STRING LINES S S U O • electrical outlets. gophers and termites. 4 To 5" i _ i - „ ,.,I.jil„III , ' 9. - Avoid overhanging eaves to prevent water and 16. Avoid windy days during installation: STRING uNE LOCATION debris runoff from your roof. 17. Have 2 or 3 helpers to assist you during pool assembly. Refer to your parts list to follow this IDE SUPPORT ASSEMBLY _ - STRING LINE 41/2” sequence of a partial assembly of the ! ! I I ��ly�ll�l 10. Allow 12 inches of undisturbed soil around your pool � C -25" (clearance radius). - - � r.., side vertical section. Assemble #48 TOOLS AND MATERIALS REQUIRED ` \` J D I �~�j/ to #50 using #58 and #59. Tighten / ® 53/4 firmly. Place #50 inside #49 as shown. h ; _ Materials Needed - \ A < ~ i"'� i I1' STRING LINE / ` �/ i Place and ft46 onto the assembly / V • Nails - 2 1/2" Long (1 Doz.) • 2" x 4" board (See Step 2 for length) / � �� � �� 31/2" --*-TWO DEGREES (2•) so that the angled flange of #46 ••- . - - �� ! S I ,! .�_ • 12" x 12" x 2" patio blocks (Optional) • Duct tape (2" wide) 1 SLO E DOWNWARD overlaps #45 and assemble 10 req'd for 24 x 12 •Wood stakes - 2 x 2 x 18 (approx. 12) ; �24" /�' �_ e \ I I � with four each #56 and #57 in the 12 req'd for 24'x 16' •Enamel, fast drying (Not lacquer) (Step 14) I I bottom holes only. #47 intothis>- 12 req'd for 28'x 16' • Pool coving (See Step 20) Ems• STRING LINE I y - 12 req'd for 32'x 16' I assembly. Place #51 inside #47 at H L 14 req'd for 34' x 18' Tools Required 4 \ I �� the top and center holes and loosely oRIZONTA 16 req'd for 41'x 21' • 1/4" Drive ratchet with 3" extension (For the supplied 25° / \\\ �.� ��� secure with #56 and #57. - _ ti I� SKID PLATE BEAM • 8" x 8" x 16" concrete blocks 5/16" magnetic socket <� ��� F `�X " Place the last #51 inside #47 at h g ) is 1 I . ki Ii 6 each for 24 x 12 •2 Carpenters level Transit recommended53/4"l the bottom hole. Loosely assemble r CONCRETE FILL (I j P ( ) �/ 11'/z" �. - _ r = aft td)4►i, 1 I', 4 each for 24 x 16 • Hammer SIDE SUPPORT i #12 to both sides using #56 and #57. ��� _ SEE STEP �, g + C+ ONCRETE i 6 each for 28' x 16' Flat end shovel EXCAVATIONS ��\ , �.��` Secure #45 and #46 together using ` ?=; r + ( il� j (iii I BLOCK 8 each for 32'x 16 •5/16 Hex nut driver SEE STEP 5 - I + #13. Tighten allhardwarefirmly. Insert 8 each for 34' x 18' • 25' Tape measure SPRING LINE-' When the pool side support asp lie's are-' stalled Ste 6 the will be TILTED -IN at the to to provide #11 into top of #47 and secure with 10 each for 41'x 21' • Garden rake P PP (Step )' Y P P LOCATIONS a "pre-load"condition so that tie p1�,nrater pressure is against the wall, the sides will become #13. DO NOT assemble any other j ; • t -�_, ,'�+, • Quick Set Cement • Tamping tool arts at this time. -�.� vertical. Without this "pre -load, the well will tilt outward at the top and a bowed curve in the top rails will P Remove string line. Place concrete blocks into the excavations as shown. NOTE: The thicker wall side 180 lbs. dry weight for 24' x 12 Roller (If available) Locate Stakes C, D, E and F from your pool layout. Attach strings between C and D, then E and F. The develop. Careful) di out side su or trenches following dimensions above. It is very important that the " ,` of the cement blocks must face u If over -digging has been done, use only additional 8" x 16" x 2" patio 120 lbs. dry weight; for 24' x 16' • Screwdriver, flat end (Large) p y g Pp , g ry P p' gg g y 180 Ib.s d wei h f r 2 ' 1 •2 or 3 Gard n h I first side support excavation is positioned 24" from the center of either stake to the center of the excavation. trench walls remain firm and undisturbed during and after excavation. DO NOT over -excavate with the blocks to fill. Place the assembled side supports into each trench with skid plate resting firmly against the (ry g t) 0 8 x 6 e oses (FII pool) 2401bs. (dry weight) for 32' x 16' •Two 7/16" wrenches Other side support excavations are 48" center to center. thought of back -filling later as the side supports will move when pool is filled and pool failure may result. face of the concrete blocks. Check each horizontal beam for proper slope (refer to Step 7). 240 lbs. (dry weight)or 34'x 18' • Two 9/16" wrenches 300 lbs. dry weight for 41'x21' 9 Felt *Carp measmarkingaw — : DIG OUT FOR PRESSURE PADS • INSTALL PRESSURE PADS 1 INSTALL BOTTOM RAIL LOCATOR • Ball of hey string • Carpenters saw --__. • Binder clips 1 1/4" - 2" size • Siftng screen (To remove 1/8" pebbles and larger) INSTALL LOCKS _i (Available at stationary supply stores) •Sharp knife or single edge razor blade = ,_r ! I #10 SCREWS 32 req'd for 24 x 12' • Pliers TILTED TOWARDS it 32 req'd for 24' x 16' • Drill/Bit (See Step 2) INSIDE OF POOL IDE SUPPORT ASSEMBLY 36 req'd for 28'x 16' • Small paint applicator (Q -Tip or brush) , • SIDE VERTICAL ASSEMBLY 40 req'd for 32' x 16' #t12 SCREWS 44 req'd for 34'x 181 " (SND) 24 z 1 BOTTOM SIDE RAILS 52 req'd for 41'x 21' SIDE VERTICAL 'SCRIBE a r ? STAMPED "S" BRACKET AT SIDE SUPPORT ASSEMBLY PRESSURE PADS POOL FASTENER IDENTIFICATION GROUND LEVEL '' i " 24„ APPROXI 1" DEEP i' (TYPICAL) + Your pool assembly will require all the fasteners shown below. 4V e ##10 x 3/8" SCREW 21•• LEVEL I, ! s -_� O 510-,000 tr ,> _ i Q' 1/4-20 HEX NUT I _ � : •'� .1 - � " O 511-1000 I I --J � � � `�-�", , ' � r - y NOT-' C� #i12 x 3/4" SCREW /� �.� i 3" j 510-1035 31 , '_.,li., lig CH Ylily 1- ` �'` OUT 0% 3/i -1s HEX NUT SLOPE DOWNWARD 3/4" SQUARE WOOD OR _ W 1/4-20 x 1/2 '1l J/ OBJECT takin care n of to disturb the excavated LOCATOR 321 -loss ; Gently lift side support assemblies out of their excavated positions, g AND COVER MACHINE SCREW trenches. Assemble the two pressure pads onto the horizonal beam as shown In Fig. A, referring to your 510-1018 CONCRETE ' parts list. Tighten the hardware firmly. Standing outside of the pool, workfrom left to right, carefully inserting the side support/pressure pad assembles into the excavations. This is important br aligning small and large 3/4-16 x 31/2" Position a 24" carpenter's level on top ofKhe horizontal beam. Measure 21"from the vertical upright and \ screw holes that attach pressure pads together. Use the #10 x 3/8" screws. I D NOT OMIT ANY. HEX BOLT position a 3/4" thick piece of wood or object under the level on the horizontal beam. It should read level Dig out a trench to the dimensions shawn above, grading to the sloping horizontal beam. Use a large Loosely assemble bottom rails (stamped "S"), groove up, between verticals with bottom rail locators. 330-1220 when the horizontal beam is sloping properly. Fill concrete blocks with concrete mix and level with top screwdriverto scribe grooves (approximately 1" deeper) down each side and center of the trench forflange The skid plate at the bottom of the side support assembly must fit firmly against the concrete block and the Secure bottom rail locators to side verticals with screws. NOTE: Be sure to use the top set of holes in the NOTE: All fasteners shown at actual size 01 of blocks. clearance on pressure pads. Remove the excess dirt accumulated from scribing. pressure pads must be flat on the ground with the flanges down into the scribed grooves. side verticals when assembling the bottom rail locators. DB 898-005 COPYRIGHT ©1998 MADE IN THE UNITED STATES OF AMERICA DOUGHBOY RECREATIONAL • 10959 Jersey Boulevard • Rancho Cucamonga, CA 91730-5194 r-- 573-2976 r INSTALL BOTTOM RAILS INSTALL WALL INSTALL' FOR I$'& 21' WIDE POOLS ONLY: NOTE: Place enough sifted earth WALL �� I N T COAT OPENINGS I N S TA L L VERTICALS END RAILS STAMPED WITH THESE ARE TRANSITION RAILS STAMPED STEEL FOOL WALL into the pool area to cover the "TR" (FOUR TOTAL) pressure pads (see Step 19) and ALIGNED �--JOINT PIECE • r ' i ' STABILIZER RAILS - BOOL WIDTH 1s' 1i' 21' LARGE DIA. to form the cove (see Step 20). FORM HOOKS : I I , ' ' i i I ; STABILIZER } RAIL REMOVE " EXTRA SKIMMER OPENING LARGE AND SMALL STABILIZER STABILIZER RAILS � Patio Block Installation (optional but I' RAILS TELESCOPED AROUND ENDS / — ( P OF POOL ONLY IFTED TO APPROX. recommended): Center 12" x 12" x 2" EARTH THIS POINT I ( ( -- ti' patio blocks under vertical end caps around •_— I' fl, i j AIS ends of pool and mirk their positions with astick. Move bottom framework from ends f i �. EXTRA INLET HO LEI LEVEL out of your way in sections. Turn patio 1 ► I ( z I ; . VERTICAL �JI I� c blocks out next to their marked positions. END CAP SIDE MILS Dig soil in the marked locations away to the START WALL AT CENTER OF ; ; ! 4 IL i �. STAMPED •S" depth of the patio block. Patio blocks must VERTICAL END CAR ; I i VERTICAL OPTIONAL sit in solid, undisturbed earth, be flush with Remove pool wall from carton. Note "Up" arrow on wall. Keep hands and feet from under wall during installation. DUCT TARE i� ' i END CAF BOTTOM RAILS PATIO BLOCKS level ground, and have no movement when Determine starting point of wall from PRELIMINARY PLANNING. The skimmer opening will be at the inside j ' • I ' r ; : ; } i I rr. ;ii I, I ! turned back Into place. Use leveling tools end of the wall coil. For improved skimmer operation, position skimmer knockout downwind of prevailing winds. and/or transit to make sure each block is Always start wall at center of a vertical end cap. Uncoil about 6 to 10 feet of wall and insert bottom edge into Bring wall ends together in center of vertical end cap. all bottom rails in or out uniform) if wall ends do VIEW INSIDE OF FOOL P J Y Begin ends of framework by instilling the four rials to the level and that all blocks are level to each groove in bottom Ails. To help stabilize the wall, place stabilizer ails on top edge of pool will, working around not meet. DO NOT make the total adjustments wiith }ie or two bottom ails. Remove stabilizer rails in area outside of the end buttresses (on 16' and 21' wide pools, these other. Reinstall bottom framework. Check top of pool as wall is inserted into bottom rails. Telescope small diameter rail into large diameter rail about 6 shown above. Bring pool wall ends inside of bottoim 1fils as shown above. Align formed hooks on wall ends g" rails it stamped ped "TR ). Complete ends by sliding bottom rails again for levelness, and to see that verticil inches. Secure stabilizer rails to wall with duct tape between verticil end caps. NOTE: The stabilizer rails and slide on joint piece(s) until the are even with �f form hooks n wall. reeve u p p P J P () Y d ttoq ed oo s oWARNING: Do not hammer Matching pool will cover plates are provided with pools that have two skimmer openrng.s. Tape over the extra VERTICALS (g p) into vertical end caps. Confirm levelness of end caps are centered on patio blocks. telescope only on the ends of the pool. Use only the large diameter stabilizer rails between the side supports joint piece onl Damaged hooks or joint piece can Ij d to pool wall failure. Manufacturer cannot assume skimmer and return opening in the event you are only using one skimmer. Use a "O -Tips" orcotton ball dipped installation by placing level on top of bottom rails. Check Remove all stakes. NOTE: If you will be (these do not telescope). responsibility for performance of this product if the jok piece has been improperly installed by forcing it on in in fast drying enamel to coat all bare metal edges of skimmer opening, return opening and mounting holes. This around the oval to be sure ground is flat and within 1 inch of installing a main drain, refer to those an manner. If joint piece does not slide on r li level at opposite sides and ends of pool. instructions instzllin ool will. Y J P easily„ it gn sidewall hooks. Use ordinary dish washing liquid coating protects edges against corrosion. DO NOT use fingers as sharp edges may cause seious cuts. Enamel Carefully follow the details shown in Fig. B and C to assemble verticals and vertical end caps to pool. Use all BEFORE g p Referring to the parts explosion, slide one side vertical shim (461 )down each flange on the side verticil (447) for lubrication. When joint piece is in place, replace SII into bottom rails and reinstall stabilizer rails. must dry prior to installing liner to prevent damage to liner in contact with freshly. pfiintied surfaces. necessary hardware. Refer to your pool parts list. until it makes contact with the vertical brace 445 and #46). SIDE VERTICAL END VERTICAL EXPLODED END SECTION •TOP RAIL JOINTS INSTALL TOP RAILS I FENCING STRIP TOP CONNECTOR FENCING STRIP TOP CONNECTOR _ , i JOINT A JOINT i - t 'A' JOINTS 1 3 , 3 VERTICAL NOTE: The vertical center sections CENTER ! SIDE for the side verticals SIDE rticalS are Cut Out at SECTION j PANELS the inside bottom for clearance over CENTER SECTION PANELS - 1 the side supports. I I II I Th; exploded illustration Of the end vertical section is for • •• refrence during assembly steps where indicated. Referto I • ' I � - 'B' JOINTS 'B' JOINTS . I�� FYI I yolr parts list for part descriptions. Referring to your parts list, slide 43 down inside the grooves of each 427, leaving approximately four inches of Referring to your parts list, slide 44 down inside the grooves of each 427 until flush. Place the verticil issembw 'A' JOINTS 2 4 2 4 43 extended above both 427 as shown. Place the vertical assembly over 412 (Both sides) with the four tabs over 42 with the four tabs extending up inside the 'Honeycomb" sections of both 427, aligning with slots. Push extending up inside the "Honeycomb" sections of both 427, aligning with slots. Push vertical assembly up against vertical assembly up against pool wall and secure with 413 in slots of 427. Insert 45 into slot of 44 until flush pool wall and secure with 413 in slots of 427. Push 43 down flush with top. Insert 45 into slot of 43 until flush with top. Position 42 over stabilizer rails 46 and 47 and insert the four tabs of 42 into the "Honeycomb" sections` with top. Position 42 over stabilizer rails 46 and 47 and insert the four tabs of 42 into the "Honeycomb" sections of both 427, aligning with slots. Push vertical assembly against pool wall and secure with 413 in slots of 427. �� of both 427, aligning with slots. Push vertical assembly against pool wall and secure with 413 in slots of 427. Check to make sure bottom rails 48 are "In" against "Stops" on 42.- " �� �-' �-- There is one common top rail for 16', 18' and 21' pools. 12' pools use two types of top rails. Referto your Pool Holes 41 and 43 are toward inside of pool, 42 and 44 toward outside of pool as shown in illustration. (Step 17 Proceed to Fig.C. 4� Parts list for their proper usage. There are two different joints where the top rails meet as shown. Refer to Step instructions continue on next row.) Proceed to Fig. D. 17 for attachment. INSTALL TOP RAILS (CON'T)0 0S/12�` n• 12. •.2 6• O 1; g/12/1 ATTACH TOP CONNECTORS CHECK WALL RADIUS •� S/12/�� S/1?/7� • 0 0 0 - Each pool size his a specific hole pattern for mounting the top rails to the vertical end ... •"• • ••Q, caps. Use the figure that matches your pool size, and the accompanying chart to locate e J the correct mounting holes. HOLE CHART FOR 10-11'2 TOP RAIL MODEL OVAL POOLS HELPFUL SUGGESTION: Use a felt pen to mark the proper holes before you assemble the top rails to the vertical end caps. Use four 410 x 3/8" screws to attach the top rails to the end caps. A 5/16" magnetic socket is provided for fastening the top rails onto the vertical end caps. Use a 1/4" drive ratchet with 3" extension. Insert screw head into magnetic socket and insert screw s, rr iih the proper holes in the vertical and cap as seiecied in the chart. The holes in the top rails and end caps are numbered. Joint'A' is used for side junctions. Joint 'B' is used for end and transition junctions. Example 24' x IS' pool. JOINT 'A' For Hole Area 1, Insert screw through hole in top rail marked S/12/16 and screw into hole in end cap marked 'S'. Hole 1 - Top Rail S/12/16 S/12/16 S/12/16 S/12/16 S/12/16 S/12/16 C C Hole 1 - End Cap S S S S 12 16 18 21 Hole 2 - Top Rail S/22 8/28 -S - 8/28 Hole 2 - End Cap S S S S 12/24 28/16 18 21 Hole 3 - Top Rail S/12/16 S/12/16 &12/16 S/12/16 S/12/16 S/12/16 C C Hole 3 - End Cap S S S S 12 1 16 18 21 Hole 4- Top Rail S/28 S/28 S/28 S/28 C C C C Hole 4 - End Cap S S I S I S 1 12/24 28/16 18 21 Oc a °o oC C7 C� co .•..• •..•• • • •...• •.."• • C3 n S/12/10[,. ; us .Q S/12/16 12/24 12/24 2a/1o2i/1c '! I . ... TOP -\ 12' POOL 16' POOL ICONNECIT STAKE A STAKE i ■ I JOINT B _ JOINT B C3 o n a Q"21 •21"Q .: ... :.• 12',16', 18', & 21POOLS JOINT AImportant Step: At this time, fill in all excavations on outside of pool. Cover inside pressure pads and horizontal ED Cm] For Hol• Area 2, Insert screw through hole In top rails marked S/28 and screw into hole o0 �;`• ;.� c o� • • ° o beams with approximately 3" of damp sifted earth; tamp and blend to bottom of pool. Check pool framework in end cap marked 'S'. 2121 to assure level installation. Place the level on each top rail, working gradually around pool, to assure framework For Hole Area 3, Insert screw through hole in top rail marked S/12/16 and screw into Referring to Figures A and D, position top connector, centered over vertical end cap and hook under top rail is on flat ground with opposite sides no more than 1 inch out of level. Remember: Always remove dirt to hole in end cap marked 'S'. , �- , flanges (inside pool), then lower front of top connector over front of top rail flanges and snap lock into place. adjust framework - never fill !nl Use level to check vertical positioning of verticals. Using Stake A as center 1 S POOL i 21 POOL point, measure from stake to pool wall to assure roundness of ends. Measure to the wall at each connector For d ca Area k Insert screw through hole in top rail marked S/28 and screw into hole JOINT B I Note: A locator on the underside of the top connector must align with and insert into the center rectangle hole at pool end as shown above. Distance should be equal at all points. Follow same procedure using Stake B in end cap marked 'S'. JOINT B in the end cap for proper engagement. as center point for opposite end. COVE LINER SEAM POSITIONING STRETCH LINER. FILL POOL' � � �„ Be sure the liner is evenly distributed over the rail without any bunching or pleating. If this occurs, correct a5 II PREFORMED COVE you are adjusting the liner tension. To correct, grasp the liner wall nearest the wrinkled area. Pull and lift the lil 11 s. -� ' ;�; �� - 12"3» liner wall just enough to stretch out wrinkles or pleats. It is easier if you wait until there is 1 to 2 inches of water over the wrinkled area before you try to remove it. This allows the weight of the water to hold liner flat on the i;'' ;'°' I s• •' • I ground, keeping out wrinkles atter you remove them. Pull any excess liner over the rail and reclzmp in position ul , BOTTOM LINER SEAM BINDER CLIP A �- so that a minimum tautness prevents further wrinkling. Double check around the .,,•,.�"i,'���. ,r ,.;,•r ,, � F, ,., p g• pool so that ouhaveaneven 3• X 3" PIECE OF CARDBOARD �► tension on the liner wall down to the liner floor. Do not attempt to lift and pull the liner with more than 4 inches LINER ", i TO PROTECT LINER FROM age may occur. G CLIP � Of water In the wrinkled area Dam to the liner m cc ARTH COVE BEING SNAGGED BY S (32) 24'X 16', (36) 211'x 16', 11 (40) 32' X 16', (44) 34' X 1B', z When the water is approximately 6 inches up the metal wall and covering the cove, there should be just barely (52) 41' X 21' enough tension on the liner to control a virtually wrinkle -free installation. .r Filling Deep Excavated Pools: lie GARDEN HOSE. It is important to remember that the floor of the liner (not the liner wall) must stretch into the excavated area. WARNING COVER END WITH A h l h d all th e seam should be located in the co The bottom edge area ae way around the poowhen the pool is full of DO NOT USE MATERIALS - SOCK AND TAPE SECURE � CARDBOARD i THAT SHIFT IN COVE BINDER CLIP water. Stretch the liner properly or you will end up with the bottom edge seam somewhere on the bottom of the (LIKE SAND) OR POOL MAY pool and not enough liner wall to go over the steel wall to complete the installation. When this happens, you EVENTUALLY RUPTURE Remove all stakes. Check the pool floor (area inside pool wall) for levelness. For excavated pools, check With the liner in position, hold in place by attaching two binder clips over folded cardboard cr, the underside of may think you've received the wrong liner, when in fact the liner was improperly stretched intoP lace. flatness of sloping areas with 2' x 4" board. Fill in all slight depressions with sifted earth and tamp. Remove each top rail. Carefully cover the end of a garden hose with a sock and tape securely as shown, place it in the all stones and sharp objects. Fill in all footprints on pool floor. Place liner on top of top rail (at shallow end if pool and begin to fill. As pool fills, the liner will stretch as the water begins to cover the bottom. At this time, check Cleaning Liner: If you decide to drain the pool to clean the liner, or for an reason, you must leave at least 1 excavated pool). The loose end should overhang outside of pool by about 12 inches. Hold end and unroll liner Work in both directions from the point the ling is ov rhannin . Unfold liner, r over h rail the sidewall for extreme tautness. Binder clips dont self -release. y Important Step: Th ov i vital r P e 9 , drape o e the top a and down p o se re ease. Any area that feels tight.,hould be relieved foot (12 inches) of water, measured from ground level up the metal sidewall, in the pool. Failure to comply with pe cove s z ti structural element that prevents water pressure from forcing the pool liner down middle of pool as you would a carpet. The center seam of the liner must be positioned at the center line the sides approximately 24 inches. The liner I ' i b releasin the binder n allowing P Y - out under the bottom rail. The manufacturer will not assume responsibilityh I PP IY le b e y e the pool floor in the center ONLY. Remember y g clips and ng the liner to feedback into the pool until the desired tautness is achieved. this warning may void the warranty. , should d the cove be omitted. EARTH of the pool for 21 -foot wide pool. For 16 and 18 -foot wide pools, position the center liner section (not the seam) that the center seam or center section of the liner •-must a p"ned at the center line of the pool. The bottom Re -clamp binder clips before you proceed around the pool checking and re -clamping. Remember that you are COVE: Use screened damp earth to form a cove around the inside base of pool wall. Shape and compact firmly. at the center line of the pool. For excavated pools, the center seam or center section of the liner must begin edge seam of the liner should be inside the pool aboul2 inches from the top rails. Correct any bunching or monitoring a minimum tightness of liner over rail that will control the liner seating itselr against the pool Liner Replacement: If you decide to replace the liner, you must have there replacement liner at the PRE -FORMED: Specifically designed pre -formed pool cove is available from your dealer. Follow cove at the shallow end and run alongthe center line of the pool to the deep end. Note: Y P , Y p pool site and manufacturer'sin r P e p e d o e. The embossed side and/ pleating conditions in the liner wall. Inspect liner for open�eims. If found, return to dealer for prompt replacement floor and up the side without wrinkling. Continue monitoring the liner tension is the water Is approaching and ready for immediate installation. DO NOT leave the pool standing without a liner. Do not attem t to install the instructions. Recheck pool for roundness after installing cove. or the printed side of the liner will be the water side. of liner. coveringthe cove area of the pool. replacement liner on a wind day. wind damage to our P P p y y g y pool may result. CONTINUE FILLING POOL PROCEDURE TO ATTACH LINER INSTALL COPING' AND READ ME FIRST BOOKLET WARNINGS LABELS SIGNS WATER LEVEL FOLD BACK LINER FROM 3 TOP RAILS STABILIZER RAILS F24" SMALL DIA. ILQER { �i" _ LARGE DIA STAT �i STABILI Z ER ; PERFECTION NO DIVINGI PLASnc COPING l` 1 ShaNrwwater. , , _= Place stabilizer rails over coping, alternately u 1j O O Yeu can be telescoping small diameter into large . y , p.mw w tl k*nd diameter about 6 inches as before. One �lll > 197 East 201h Street Chico, CA 95921 large diameter stabilizer rail fits between I NO DIVING! PREVENT SNMawwarr. DROWNING You an M pnrwm* IN&xv . Witeh aNI iw1 at so St"a. telescope. DB a9a-005 ER(530) each pair of side supports. They DO NOT $95-0437 Uc.# 566654 With pool completely assembled, install skimmer, filter, etc. using instructions provided with units. Sales, Service tc Installation �•-`�` y telescope. _—_�--� HEM R f" Now that you have installed your new pool, Doughboy Recreational would like you to know we are very concerned about your family's safety; so we have provided an assortment of safety literature with your new pool, but it is also / NOTE: At the skimmer and return openings a big responsibility. Plese take the time to read, and understand all the safety literature provided. only, the return hem must be cut away We have also provided you with an assortment of signs and decals. It is mandatory that you use these signs and decals. We have provided you with a booklet titled "Read Me First," which will give you a detailed description of TOP CAF ' ; between the steel side wall and the liner side where and how to apply them. Remember, warnings only help if you put them up. Please help us protect the good health and safety of your family and friendsl Read the "Read Me First" book through completely and follow the wall. (This will insure that there is only one directions in it. Don't forget to use the marking pen that we provided to write the number of a rescue agency on the signs and on the back of your "Read Me First" booklet. TOP RAIL thickness of liner material covering the If any of your safety literature, signs or decals become lost or damaged; you can get more free by contacting Doughboy's Customer Service Department: Doughboy Recreational • 10959 Jersey Boulevard • Rancho Cucamonga, VERTICAL END CAP POOL WALL skimmer and return openings to affect a CA 91730-5194. STABILIZER RAILS positive gasket seal). DO NOT CUT the Important! Above -ground pools are designed for swimming and wading only. Do not Dive or Jumpl Misuse of your pool may result in crippling injury and/or other dangers to life and health. Do not use slides, diving boards, or liner side wall at any other location. Replace any other platform or object which can be used for improper pool entry. Use only an above -ground swimming pool ladder to enter or exit your pool. It is the pool owner's responsibility to secure the pool against unauthorized, Continue filling pool. Never allow liner to fall back into pool. Water between the liner and wall can cause P With the her of two or three p people, raise and hold the liner up from any three top rail sections. Remove four Make a return hem as illustrated. DO NOT cuv�lexc..ss_ all parts removed in Step 25. Repeat same "Slip* liner material as the liner will Slip from under the plastic steps for entire pool perimeter, working just unsupervised or unintentional entry. It is also the pool owners responsibility to warn all pool users of the hazards of diving into shallow water: paralyzing injury may result. Always obey all safe rules. Remember I f i ty P 9 P Y 9 1 rY Y Y Y safety ,poo safety s everybody's responsibility. pool failure. When pool has approximately 24 inches of water, stop filling. Do not resume until Steps 25, 26 and 27 are completed. CAUTION: Do not cut any openings into liner at this time. top caps, three top rails, two vertical end caps and stabilizer rails. REMEMBER, NEVER ALLOW LINER TO FALL BACK INTO POOL. coping, causing liner to fall back into the pool. Smooth liner three to rail sections at a time. DO NOT Change of Design: Doughboy Recreational expressly reserves the right to change or modify the design and construction of any product in due course of our manufacturing procedures, without incurring any obligation or liability against wall and secure to top of wall with plastic coping. allow liner to fall back into pool. to furnish or install such changes or modifications on products previously or subsequently sold. DB a9a-005 b 17-011 4bdPW- OD UG . ... ........ -- --------- 1 All construction to meet latest requirements 0 Duplex ReCEPtical @ + 8'1 of of the Uniform Building & Plumbing codes to be as directed B.O. and the National Electric code. im 0 17-011 4bdPW- Ary t TYeC- 7, ON P, TIL it TAIN K. oeHc TO P -MF cY14T&- OF L L .......... ....... ManbFl tag <0 bp- Af " t+i`P I v H 76 X76 Tf L N C/ FA (40frUer> r- I PJ C- ot-- 0 mfoee @ F 1710 V,44J 1, 10 0 HOY. V & 0 - T L e, -2 0 �9 N TIL NIS Wr 0 a W CC' 0 Z O a OD UG . ... ........ -- --------- 1 All construction to meet latest requirements 0 Duplex ReCEPtical @ + 8'1 1. Elec. fixture type-rsize & exact location of the Uniform Building & Plumbing codes to be as directed B.O. and the National Electric code. im 0 Duplex Receptical Water Proof 0 2. Idl outlets •& switches to be located & 2. All employers working on this project shall Light Fixture Ceillg mt. �tppmved by owner prior to installation. be responsible for om-pl-tance with Cal --Usha requirements- to Duplex floor receptical 3. Special outlets & low voltage sys. shall be as direc. B.O. (for example: Cable TV, 3. Designer is responsible for preparation of Light Fixture Wall mt. Sound sys., doorbell/chimes, attic fan, minimum set of plans to be used to obtain F-lann sys.,' smoke detector. Building Permit only. 0 Junction Box I. Idte Fixture No's & locations are 4. Actual const. detail. equipment & material Switch @ +-,36" unless noted suggestions only. Confirm W.O.. selection shall be as determined by Owner -5 Switch 3 -way and Contractor. 5. Smoke detector shall be furnished as Exhaust fan directed by Butte Co. or City of Chico aFric- Ground Fault cir. as req1d. 6. All lumber used shall be standard Gd. or better 1200 psi) except: structural, Smoke detector hors. 1500 psi. V Telephone outlet 7. The owner shall coordinate all structural, Cable T.V. rriec. . ele. & pluabing systxms. 8. Confirm all dimensions & bldg.. orientation QThennostat in field. Dimensions are to face of stud. IMM Main & subpanels; (cmf.lova. ) 9. Cabinet detail & layout for const. as directed B.O. P0 Discannect switch @ HVAC Unit M IA. �rRUCI*r. if rtly, 30. Interior finished & mat' is as direc. Y41 pjor 69 N e P&C"; 4f B.O. e. fol,11 FIELO, IL. All exterior doors to be weatherstri I I V7 Ir 10 bt. toPnpea. W 10 DA RZ L L zr-v 0- &10401 46- --- A I , co-& t4f *7 ;� If -- W^LC,(,n.L6.) C^ F. A. C-04 h TV L? or Ary t TYeC- 7, ON P, TIL it TAIN K. oeHc TO P -MF cY14T&- OF L L .......... ....... ManbFl tag <0 bp- Af " t+i`P I v H 76 X76 Tf L N C/ FA (40frUer> r- I PJ C- ot-- 0 mfoee @ F 1710 V,44J 1, 10 0 HOY. V & 0 - T L e, -2 0 �9 N TIL NIS Wr 0 a W CC' 0 Z O a HAV4 PS, ime ?TC- (NI ! "T 10 P ;rT<Z� r_4) 11:0 0 FAX il'Z-t� P N t9C2JUI:- 07 ( W/H 1+ (--5-71x4d, 17 11Z VC -Miry J�Plw 4-1 it C -Move (C-) VVA-u-" iL r&L Wtj VVV- 40) Z!1 4 14, 1. C,,) FAx�&ire 07 W 0, U, t- --Itr) U N -Al TO 5F IMM r: P FM V Mt lem 1 New t4 L C. 4 (0 AUG 0 Z. 0 Los. OVED Chico, CA APPR Butte putt 1*5 rZC-L.OdAT-C- (t� a I cA P., t I,-, e T!$ 214!' I if x4b tl Le. KY1. I Ir I, \/ , �,�,� �, cr., I J) .L I \41 0 0 n/p it I 1' 1 � �f�!(.Cr � ' j ''rte 115 KY �Tl bi I XT M, r -'D a o Noc�m Mov.c- K0111 (e) Y\(AtL, C COO -70 01H Oft'. C (MATCH. 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