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HomeMy WebLinkAbout039-460-079I I I-I4�28'-°. c °5 639-4100•o7�T -�et5� CONT: R 1, A1LY NSF 413R 3 [/2BA 2 CAK (JAlt B07-1655 039-460-079 MISCELLANEOUS Private Pool MASTER POOL # MP07-0018 (01-516) 9340 PETERSON ESTATES DR BORJAS, GARY 807-2694 039460-079 MISCELLANEOUS Private Garage/Shop DETACHED GARAGE (720) 9340 PETERSON ESTATES DR BORJAS, GARY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 9340 PETERSON ESTATES DR Owner: Permit N0: B07-2694 APN: 039-460-079 BORJAS, GARY Issued Date: 02/07/2008 By KCG Permit type: MISCELLANEOUS 9340 PETERSON ESTATES DR Subtype: Private Garage/Shop DURHAM, CA 95938 Expiration Date: 02/06/2009 Description: DETACHED GARAGE (720) (530) 864-8818 Occupancy: Zoning: SR -I Contractor Applicant: Square Footage: HYSMITH CONSTRUCTION MITCHELL, JERRY & PHIL' Building Garage Remdl/Addn 5190 PENNINGTON ROAD 195 WASHINTON ST 720 LIVE OAK, CA 95953 GRIDLEY, CA 95948 Other Porch/Patio Total (530) 695-8784 720 FEE INFORMATION DBEH Building Review Fee $75.70 DBF Garage -Wood Frame Plan Che $233.56 DBMSC Garage/Shop/Strge Wood F $350.34 DBSMIP Residential $1:73 Total Charged: $661.33 Fees Paid: $661.33 Balance Due: $0.00 Receipt No: B6295 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License HYSMITH CONSTRUCTION 791117 / B / 02/28/2009 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commenci Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractors License Law (Chapter 9 (commencing with Section 7000) is in full rce a effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 02/07/2008 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 Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does Contrac/es Si atur Date W RKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: I HAVE the work himself or herself or through his or her own employees, provided that such improvements AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund Policy Number: 16451 Exp. Date:11115/2007 Contractors License Law.). (This section need not a completed if the permit is for on�undred dollars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' mpensation laws of California, and agree that if I should become subject to the workers' X 02/07/2.008 compens n p vision of Sectio 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisi s. X02/07/2008 1 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, Slate laws building Date AILU E TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, 9DRED regulations, and relating to 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 SUB ECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HO SAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND 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 ATTORNEY'S FEES. C 39-ntl to enter the bove ed property for inspection purposes. I hereby certify that I am the rap wne r m ized to act o the property owners behalf. CONSTRUCTION LENDING AGENCY 02/07/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Of ermittee [SIGN] riot Date the performance of the work for which this permit is issued. (3097 civ. code) ZIn Owner ❑ Contractor R: Agent for Owner I /[Prgent for Contractor FILE COPY `t' Lenders Address City State zip I IL 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** PROJECT LOCATION AP# Property Address , City PERMIT NO. U BIN # 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 /� O I Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA yes nu Occ. Type Const. -� J OWNER INFORMATION Last Name U First Name C7 Mailing Address Gn 'lam � City Stat. Zip Phone / C 1 Fax E-mail Lic. #, / PROJECT LOCATION AP# Property Address , City PERMIT NO. U BIN # 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 /� O I Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA yes nu Occ. Type Const. -� J CONTRACTOR Name /l' l Address State City Q State Zi 1 Phone Q _ Fax U E-mail Lic. #, / Class PROJECT LOCATION AP# Property Address , City PERMIT NO. U BIN # 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 /� O I Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA yes nu Occ. Type Const. -� J ARCHITECT/ENGINEER Name -Address City State Zip Phone F E-mail State License Number PROJECT LOCATION AP# Property Address , City PERMIT NO. U BIN # 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 /� O I Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA yes nu Occ. Type Const. -� J APPLICANT INFORMATION Name Address City / /_ ate Zi Phone Fax E-mail PROJECT LOCATION AP# Property Address , City PERMIT NO. U BIN # 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 /� O I Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA yes nu Occ. Type Const. -� J Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY* Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municit)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: B07-2694 Location: 9340 PETERSON ESTATES DR Parcel Number: 039-460-079 Date: 12/28/2007 Owner Name: BORJAS, GARY Phone: (530) 864-8818 DETACHED Signature of Applicant: FILE Date: 12/28/2007 Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds C ploy•�`'' � �lC National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment (LESS THAN 1 ACRE 1 Reference Number: B07-2694 Location: 9340 PETERSON ESTATES DR Parcel Number: 039-460-079 Owner Name: BORJAS, GARY Description: DETACHED GARAGE (720) Date: 12/28/2007 By: KEJ Sub Type: Private Garage/Shop Phone: (530) 864-8818 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 12/28/2007 BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-2694 Job Address: 9340 PETERSON ESTATES DR Contractor: HYSMITH CONSTRUCTION 5190 PENNINGTON ROAD LIVE OAK, CA 95953 Printed: 12/28/2007 7:50 am Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 12/28/2007 $75.70 DBMSC Garage/Shop/Strge Wood F 0010-440001-4210500-1010 $350.34 DBF Garage -Wood Frame Plan Che 0010-440001-4210500-1010 $233.56 12/28/2007 $233.56 DBSMIP Residential 1001-0-280-1011298 $1.73 661.33 $309.26 Printed By: Karen Jones Balance Due: $352.07 At the time of p i application, I was advised the above fees are required prior to issuance of the permit. These, ees y c e Plan checking process. Signature: Date: 12/28/2007 Pursuant to Gove n' ent code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of Wproval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). ACTIVE LICENSE: i 91117 11 �I INDIV 9 l6m:t Ivnai� 1 1 1 7 e eu:innlxinoMSMITR CONSTRUCTION Cus�l�uuur� c1111310cu102/28/2003 _......-._ 1 L\v f, c D3 90 ._:. _._...tet._._...__.._ ....... .........._.__......... _._.... _ _...._......_._.._....... This document gives my consent to Jerry Mitchell, of Mitchell's Building'Materials to pick-up any and all permits, when I Rick Hysmith, am not available'to do so. Date: �. Rick Hys ith; L"n IP O LOOMIS OFFICE V MARYS'VILLE PLANT 3243 Rippey Road 5033 Feather River Blvd. no LIVI WV 0 Loomis, CA 95650 Marysville, CA 95901 TRUSS Phone: (916) 652-4655 Phone: (530) 743-8855 Fax: (916) 652-3860 Fax: (530) 743-8856 'truss Design Sub ittal Designed By: Date: Technical Representative: Bryan Wagner December 21, 2007 Bryan Wagner * All enclosed drawings are in alpha -numerical order Client Mitchell's Building Supply Office Phone: Office Fax: Plan/Elevation: Floor Components: O Roof Compoments• 01 Work Order # 0021207 Pro'ect Gary Borjas 24'x3-%TTE COUt Durham, Ca.,'! `�I(�1�+'' Site Phone: Site Contact: f .t. O Original Submittal t' f `✓; O Complete Revision O Partial Revision: Replaces individual drawings O Addition: Add to Original Submittal Optional vent 3-4 opening per design drawing. 3-4 r GENERAL GABLE DETAILS FOR WIND LOAD BRACING Pilch per design drawing. 9=1-4 S=.1-4 Connector plates shown are for example only. See actual truss design for required plate sizes and orientation. Structural gable trusses will generally have diagonal and vertical members other that those shown above. Adequate staples or toe -nails may be used, and should be used to avoid any overlap with primary structural plates Gable truss is continuous bearing extent as may be noted on individual design drawings. END (FACE) VIEW Max. 12" eave unless noted on drawing. Gable End Truss Brace Interval as SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR specified on the DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS approved engnineering drawing or standard Typical 2x_ strongback detail or chair. (whaler) brace along back APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO face of gable, braced with ,--,-2-6 + or - 45 degree diagonal 0 2x_ (typ.) braced to roof sheathing as shown. DWG# 0002065035 +7 Indicates stud members that require bracing 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE THE L/D LIMIT OF 50 FOR COMPRESSION MEMBERS AND USE 80% OF THE LENGTH (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL MAY BE 7'-9"). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR / DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. for nailing of diagonal brace, attacied to sheathing and tniss each end. No. Truss :spacings per designs. (24" max) WALL/ BEARING SUPPORT SIDE VIEW. ADDITIONAL STRUCTURAL GABLE TRUSS REQUIREMENTS 7) ALL ITEMS 1-6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS" APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN #5 MUST BE ACCOUNTED FOR, EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE #1" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE: REFERENCED STANDARD DRAWING TX01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE 2X NOTCHES CUT INTO TOP CHORDS NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. MIKYBuilding Components Group, Inc. C'i (t1 45 S2 TJi m ` f/cZAP. 9,el37Tl$ CIVCM IL SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS T THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT ' ` _'�TE'�S APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONS1131LITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. MIKYBuilding Components Group, Inc. C'i (t1 45 S2 TJi m ` f/cZAP. 9,el37Tl$ CIVCM IL f ({ O , OE.TE: 3/20/2002 v O RE.F: GBA A O 0 DES: L.M. f ({ O , C007094001-006 llcng +components group, Inc. Truswal Systems Division 4445 NORTHPARK DRIVE, SUITE 102 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 C00100316ON 4/4/07 Users of Truswal engineering: TX01087001-001-rev2 The TrusPlusTm engineering software -will correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. In'general, this bracing is done by using a 1x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected with a minimum of (2)10d box nails, and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A 1x4 or 2x4 structurally graded "T" brace may be nailed flat to the edge of the member (up to 2x6 web members only) with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both edges of the member if two braces are required. The "T" brace must extend a minimum of 90% of the member's length. For 2x8 and larger web members, bracing must be done per building designer, or 2. A scab (add-on) of the same size and structural grade as the member may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces, or any other approved method, as specified and approved by the building designer. 1. a nTn 3 - EXAMPLES 90°/D L 90°/D L QPy lease contact a Truswal engineer if there are any questioi yc.:D`1Doaments and Settings)UnWessamerlWy Documents0d ReMbrace-new{e\l.doc ,7 2. 0 It N IE 30-0 Roof 1 ine 3D Layc aaD� '' TRUUUU 11L p00000 S y s t e m x 30' & 24' x40' Gary Borjas Mitchell's Building Supply 1340 Peterson Estates Dr. Durham Ca. UIXII a SALES REP BW DUE DATE : DSGNR/CHKR BW / BW TC Live 16.00 psf TC Dead 14.00 psf BC Live 0.00 psf BC Dead 7.00 psf Total 37.00 psf 0 v N WO# 0021207 Date . 12/20/2007 11:4 DurFac-Lbr 1.25 DurFac-Plt 1.25 O.C. Spacing . 24.0 Code : CBC -01 #Tr/#Cfg : 37 / 0 Job Name: 24'x 30'& 24'x4O'Gary Boras Truss ID: T1A Q1. : 14 This design is for an bdvkW Witting component not tnss system it rias been ItaSed on specifications provioed by the cornponent mamAatwer BRG• X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating spec • ANSI/TPI - 1995 This design based on chord bracing applied 1 0--1-12 1236 3.50" 1.50" BC 2x4 DFL #1 & Btr. THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: noted. Bracing shois for federal support of eortponerds mercers aia dy to redcomponent not placed any wn anvronrmerd that will arse me mdsttae amend of the wood to aceed 19% ardor cause connector plate corrosion. Fabricate. handle, insist 2 23-10- 4 1236 3.50" 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. max o.c. from to 4445 Northpark Dr. Ste. 102, Colo, Spas., CO 80901 BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, TC 43.00" 9- 0-15 14- 0- D- on the truss material at each bearing Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR UPLIFT REACTION(S) ' MAX DEFLECTION (s an) : Drainage must be providedto avoid ponding. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Support 1 -177 lb L/516 MEM 8-9 (LIVE) LC 1 L= -0.55' D= -0.21" T= -0.76" Permanent bracing is re9uired (by others) to prevent rotation/toppling. See BCSI 1-03 GIRDERS. IF 2.S' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). Support 2 -177 lb This truss is designed using the CRITICAL MEMBER FORCES: TC CIMP.JOUR,j/, TENS. DUR. CIPLATING and ANSI/TPI 1. BASED ON GREEN LUMBER VALUES. Continuous lateral bracing attached to flat TC as indicated. Lumber must be structural CBC -01 Code. Bld Enclosed = Yes, I ortance Factor = 1.00 mP2-3 1-2 -28121.2 311 1.600.43 -26931.2s 317 .So.35 grade. Brace @ 24" o.c. unless noted. 9 Truss Location = Not End Zone 3-4 -21431.25/ 296 1.60 1.00 4-5 -26961.25/ 318 1.60 0.35 Hurricane/Ocean Line = No Exp Category = C 5-6 -28131.25/ 311 1.60 0.43 Bldg Length = 30.00 ft Bidg Width = 24.00 ft Mean roof height = 12.16 ft, mph = 75 BC COMP.[DUR.)/ TENS. (DUI. CSI 0.89 CBC Standard Occupancy, Dead Load = 12.6 psf 8-9 -245(1.60)/ 2612(1.253 -192((1.603/ 2143((1.253 0.88 2613 0.90 ----------LOAD CASE #1 DESIGN LOADS ---------------- Dir L.Pif L.Loc R.Plf R.Loc LL/TL 9-10 -245 1.60 / 1.25 TC Vert 74.00 - 2- 0- 0 74.00 0- 0- 0 0.43 WB m1 WR. / TENS. WR.> 61 TC Vert 60.00 0- 0- 0 6(1.00 24- 0- 0 0.53 z -e 16o1.zs/ 98S1.6o1 O.o3 3-8 23 1.60 / 675 1.25 0.27 TC Vert 74.00 24- 0- 0 7<{.00 26- 0- 0 0.43 4-9 -23 1.60 / 675 1.25 0.27 5-9 -178 1.25 / 99 1.60 0.03 BC Vert 14.00 0- 0- 0 14.00 7- 0- 0 BC Vert 54.00 7- 0- 0 54.00 17- 0- 0 0.00 0.74 BC Vert 14.00 17- 0- 0 14.00 24- 0- 0 .Loc11 0.00 TC Vert 0.0 OX 1-12 00 TC Vert 0.0 23-10- 4 1.00 12-0-0 i 12-0-0 1 2 3 4 5 6 4.00 F 4-0-0 � x.00 t 4-11-11 1SHIP S 0-3-13 61 B2 W:308 W.308 R:1236 R:1236 U:-177 U:-177 24-0-0 7 8 9 10 are 20 a. us shown b "18'(18 ga. , H" frame blares nlesare oositionerYas shown a 've. 268 - Homewood Truss WARNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. C This design is for an bdvkW Witting component not tnss system it rias been ItaSed on specifications provioed by the cornponent mamAatwer ® and done in accordance with the anent versions of IPI and AMA design starda ts. No responsibility is assumed for dimensional accuracy. Dimensions are to be vPil"d by Ole component manufacturer and/or ttulldirg designer prier to fabric i-' The brtMing designer mug -n me"the bads utilized on lids design meet or exceed the loading imposed by the local bclditg code and the padWar application. The design aswwrnes that the top dd T R U S WA L ting material directly amadhed, unless otherse is laterally braced by the roof or floor sheamng m and the bottom dais laterally braced by a rigid slteattwi bedding length. This well be in ® SYSTEMS noted. Bracing shois for federal support of eortponerds mercers aia dy to redcomponent not placed any wn anvronrmerd that will arse me mdsttae amend of the wood to aceed 19% ardor cause connector plate corrosion. Fabricate. handle, insist and brace this mss in accordance with the following stardads:'.birt and Cnttrrg Detail Report' available as output from Tnswal software, SM Building Components Group, Inc. •ANSVTpl t', YJfCA 1'- Wood Truss Council of America StanOad Design Respmtibilities,'BURDING COMPONENT SAFETY IhFORMATION- 4445 Northpark Dr. Ste. 102, Colo, Spas., CO 80901 (B SI 1-03) and BM St1 hkR1' SITS by WfCA and TPI. The Truss Rate Insulate M is hated at 583 DOnohio Drive, Madison, T RU S P L U S 6.0 VER: T6.5.41 VNsoorsin 53719. The American Forest and Paper Association (AFPA) is laced at t t 71 19th Street. NW, Ste 800, WlasNngton, DC 20036. 12/20/2007 Cust: Mitchell's Building Supply W0: Drive-T-0021207-LOOOOS-_700001 Dsgnr: BW #LC - 16 WT: 127# TC Live 16.00 psf LiveDur L=1.25 P=1.25 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens BC Live 0.00 psf 1.00 / 1.00 / 1.00 BC Dead 7.00 psf O.C.Spaci,ng 42- ,k- Bldg Code: CBC -01 DEFL RATIO: L/240-gTC:.`b/2 1 J II vPlj -�- y . ;lam Job Name: 24'x 30'& 24'xO'Gary Boras Truss ID: TG Qty: 2 CRITICAL MEMBER FORCES; TC 2x4 DFL #1 Plating spec • ANSI/TPI - 1995 This truss is designed using the This design is for an individual building component not truss system it has been based on specifications provided by the component manufacturer BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF CBC -01 Code. Dsgnr: BW " GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 PLATE VALUES PER ICBG RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, Truss Location = Not End Zone T R Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR Hurricane/Ocean Line = No Exp Category = C May use adequate staples for gable blocks. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Length = 30.00 ft B1dt1 Width = 24.00 ft BUILDING DESIGNER MUST VERIFY GABLE LOADS! (tj bracing required @ 58" intervals, GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED OTHERS). Mean roof height - 12.6 ft, mph = 75 CBC noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any emironment that will cause the moisture content of the wood to exceed 19% and/or muse connector platecormsion. Fabricate. handle, install gable i exposed to wind load applied to face. (BY PLATING BASED ON GREEN LUMBER VALUES. Standard Occupancy, Dead Load = 12.6 psf See "General Gable Details', C002065035. BC Live 0.00 psf 1.15 / 1.00 / 1.00 1 4-3-13 1= 0-3-13 CIA C11 4-0-0 ) 4-0-0 9? 12-0-0 12-0-0 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16,1 2 3 4 5 6 78 9 1011 12 13 14 15 177 4.00 3-4 4.00 FLIP, 2HI 24-0-0 18 19 20 21 22 23 2435o 21tj627o28o29030o3lo32o 33 44-0-0 1 0)1 N04 TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT t 4-11-11 SHIP 2 0-3-13 TIf. gg stems Plates are ZO a. unless shown b "16"118 ga. , "H"1�f 6 SSt1ag, or "MX"1P MX 20 ga.t1, posltionned Ben Joint Deils Report. Circled pl�tes and false frame pates are position as shown a�ove. Shin able stud plates to avo(d overly with structural plates for staple). �' /20/2007 268 - HomewoodT�(�u�ss AR N Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell's Building Supply ( This design is for an individual building component not truss system it has been based on specifications provided by the component manufacturer W'0 • Drive—T_0021207_L0000 S-100001 ® and done in accordance with the current wrstons of TPI and AFPA design standards. No responsibility Is assured for dimensional a cy. Dimensions Dsgnr: BW #LC 16 WT: 158# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads = T R utilized on this design meet or exceed the loading Irtposed by the local building Code and the particular application. The design assumes that the lop chord TC Live 16.00 psf Li veDu r L=1.25 P=1.25 U S W A L is laterally braced by the roof or poor sheathing and the bottom Mond is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® SYSTEMS noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any emironment that will cause the moisture content of the wood to exceed 19% and/or muse connector platecormsion. Fabricate. handle, install TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens and brace this truss in accordance with the following standards:'Joim and Cutting Detail Reportsavailable as output from Txuswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 IT097Building Components Group. Inc. 'ANsirmI,wrCAr-VWodTrussCouncilofAmericaStandardDesignResponsibimies,BUIDINGCOMPONENTSAFETYINFORMATION- BC Dead 7.00 psf 0.C.Spacing 2- 0- 0 4"S Northpark Or. Ste. 101, Colo. Spgs., CO 60907 (SCSI 1-03) and SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Rate Institute (TPI) is located at 563 DOnofdo Drive, Madison, TRUSPLUS 6.0 VER: T6.5.4 Vvlsconsin53719. The Ametican Forest and Paper Association (AFPA) is located at I I I I 19th Street. NW. Ste 800. VAashinglon, DC 20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #x(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 9340 PETERSON ESTATES DR Owner: Permit No: B07-1655 APN: 039-460-079 BORJAS, GARY Issued Date: 8/1/2007 By GLB Permit type: MISCELLANEOUS 9340 PETERSON ESTATES DR Subtype: Private Pool DURHAM, CA 95938 Expiration Date: 7/31/2008 Description: MASTER POOL # W07-0018 (01-51 (530) 899-8481 Occupancy: Zoning: Contractor Applicant: Square Footage: POOL BUILDERS INC POOL BUILDERS INC Building Garage Remdl/Addn 3080 THORNTREE DRIVE 25 3080 THORNTREE DRIVE 25 CHICO, CA 95973 CHICO, CA 95973 Other Porch/Patio Total (530) 899-8988 (530) 899-8988 FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Swim Pool -Master Plan Co $496.42 Total Charged: $572.12 Fees Paid: $572.12 Balance Due: $0.00 Receipt No: B4080 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License POOL BUILDERS INC 833994 / C53 / 10/31/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (comme with Section 7 of Division 3 of theVess and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full o ce nd effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the I X 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]; 8/1/2007 Please check one of the following: Contractors Signature -. Date I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). EaI HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and number The Contractors License Law dows not apply to an owner of the property who builds or improves policy are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the 2060 3/1/2008 Carrier: STATE FUND 713-001Exp. Date: Policy Number. Contractors License Law.). (This section need not be competed if the permit is or one undred dollars ($100) or less.) I AM EXEMPT under Section B. & P.C. for this reason: EI 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'X 8/)(/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisi X L 8/1/2007 (1 1 hereby certify that I have read this application and state that the above information is cor ect. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CML FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the owner authorized o to prope`�` CONSTRUCTION LENDING AGENCY rersbehalf. 8/1/2007 ZaYneof I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner Contractor OR; DAgent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY ,o��p�o DEPARTMENT OF DEVELOPMENT SERVICES 0,� ° BUILDING PERMIT APPLICATION ° ° OFFICE #: (530)5')8-7541 FAX #: (530) 538-2140 c - - . c A FEE WILL BE REQUIRED AT TI1YIE OF APPLICATION Website: www.buttecounty.net/dds *PLEASE PRINT CLEARLY"' Ink OWNER INFORMATION Last Name L- UL rs c. First WMepf Mailing Addres ., City DState Addres Zip Zip S 3 Phone Fax E-mail Stat Ink ARCH/TECTIENGINEER CONTRACTOR L- UL rs c. Name \ City Addres Zip ce 4 -L5 City E-mail Stat Zip Phone Fax E-mail Lic. # 3 Class C_— S-3 Ink ARCH/TECTIENGINEER Name L- UL rs c. Address \ City State Zip Phone ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Fax E-mail State License Number Ink APPLICANT INFORMATION Name L- UL rs c. Address \ City P_,(AA_L_0 Sta Zip pl SR _t 73 Phone p.Q U 1 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Fax E-mail APPL CANT SIGNATURE e .tc PERMIT NO. �I BIN # . WORKER'S COMPENSATION Policy Number D� f Z-0 co 0 Carrierr WO f 0 If hiring anyone other than license contractors, a certificate of worker compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: v Flood Zone 'V , Yes No Occ. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): \ For office use only: Zoning Flood Zone SRA , Yes No Occ. Type Const. I i 1 NOTES RESIDENTIAL 'U9460 ->,&D79 02-0657wq 'C PERMIT NO. _ BORJAS, GARY & LISA - 7_340 TRACY RANCH RD, CONT: RYTHER DAILY NSr` 4138-3 1/2BA 2 CAR UAR I r SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERM IT.CONDITIONS SUB -STANDARD HOUSING LETTER I++{ r 1 f r4 O- OFFICE COPY Address GAS Meter By Date l ELECTRIC , z Meter By Date —� JOB FINALED ((Da Signature �' �I s 't n 4� r SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERM IT.CONDITIONS SUB -STANDARD HOUSING LETTER I++{ r 1 f r4 O- OFFICE COPY Address GAS Meter By Date l ELECTRIC , z Meter By Date —� JOB FINALED ((Da Signature �' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT -OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 • 7 County Center Drive • Oroville, CA • (530) 538-7541 F ' CORRECTION NOTICE (2 x.,57 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at th� above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 1 f- COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE '�azrw oa - ()6 S - 7t OWNER PERMIT NO. ' A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING =ILLE FROM: ENVIR. HEALTH, CHICO DATE: RELEASE ENV HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: , SEPTIC: WELL: AP#: '� 4(p0-0 9 ADDRESS/LOCATION: Comments: GL /memos/releasehold J ='OK 0 = Not OK = Not Applicable ' • = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch Footings; Soils -Size -Depth -Spacing -Connectors -Slee) 3. Sewer; Location -Test -Fall -C/O -Concrete Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing . 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L'H./ /'LPG Carports; Windows -Doors 7. Well Clearance & Disconnect Electric 8. Utility Clearance Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. 5. Drain; MH Test -Fall -Flex Connector 2. 6. Water; MH Test -Regulator -Connector 3. 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. 8. Gas and Electricity Tagged 5. 9. Tie Downs -Type -Installation Cert. 6. 10. Exits; Insp.-Sketch 7. 11. Cent. of Occupancy 8. 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Slee) 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing . 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .i = OK y 0 = Not OK - = Not Applicable = Not Readv RESIDENTIAL (Single & Duplex) Date Anderfloor (Plans) OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ME HANICAL (Permit) OK except #'s A. ucts Insulation & Support EW'GnJ.Pan, Exhaust above insulation ondensate Drain & Overflow, Size & Grade Alrnace-Vent Access -Comb. Air -Re -.urn Air Vent 115 outlet i 016 A/N 39. Attic Acc Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date RrAMING (Permit) OK except #'s 4V!Sit roper terials & Anchors all uds-Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing 43. ire ps, Furred mgs-Stairs-Chasers-Tubs eaders & Beams -Size & Bearing Date FRAMING (Continued) Albr-<an Caps -Anchors -Connectors 4 . ling. ist•Rftr. Ties-Purlin-Roft Brac.-Truss-Shting.-Rfng. fireplace Ties or Type A Flue -Fireplace Throat Clearance tt' cess; Size & Romex Protection -Draft Stop -Ins. Baffles . Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5 rage Fire Protection Framing 5 perty L' a Firewall & Openings 5 . oors-One 3' -Check Gar ge 3rd Story, 2 Exits Stairs; Width -Headroom -Rise un -Landing -Fire Protection ood on Roof Ove rhang-Attic\Vents-Rafter Outriggers F'o 10K Siding -Nailing Veneer Stucco Mesh -Drip Screed -Fd. VpAts-Underflr. Access 1 T 59. She alts; Nailing-Bolts 60. Br9ce Interior/Exterior Wall anels Windows Date K/ -;4 Card B-1 Date / Card B-1 Date Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s xt. ps-Door & Sidelight Protection -Landings at-em._W15ee-tector urnace Vents -clearance -Comb, 411r -Connector - In Gee; Above Floor -Ducts -Meth. Protection tbZ�6..I Bath Fixtures & Tub Access -Spa lec,T'rim & Subpanel, Breaker Sizes & Labels 7#-Firep!,ae6qr , Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3 Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. ,tg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 7it. Stemwalls, Main; Steel-Blockouts-Wrapped 6. S emwalls, Garage; Steel-Blockouts-Wrapped 6 of owns and Special Anchors L� 7. 8. lab, Steel -Wrapped Piers -Fireplace Ftg.-Steel Fire Door; Swing -Landing -Closure D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date, Card B-1 Date v > Card B- ate Card B-1 Date UM NG (Permit) OK except #'s W Htr.; Vent-Access-Combusticn Air Baffle 1 Wate Pip est & Anchor -Nail Protection 19 , Test Fittings & Anchor -Nail Protection d 21. ower Pan; Test, First Floor -Tub Access Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELE RICAL (Permit) OK except #'s 2 x e & Transformer Clearance -Ins. Protection leeceptacles Spacing -Lights & Switches at Doors _ Siz oxes & No. of Conductors Stapled o Installed Close to Edge of Studs & C.J. 2 . qui r made up w/Meth Fasteners -Bond Gas & Water 8 lance Circuits in Kitchen 4.QQnductor Size GF] ubf ire Size / / ga. C or .C. Wire Size / ange Circle / b / ga Cu o AI- ven Circ. / / ga Cu or At Insulated Neutral p Yes I] No 31. ServipeeRiser Conductors & Ground Main Disconnect p. Clearances Panels-Motors-Mech. Equip. 3 . Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ME HANICAL (Permit) OK except #'s A. ucts Insulation & Support EW'GnJ.Pan, Exhaust above insulation ondensate Drain & Overflow, Size & Grade Alrnace-Vent Access -Comb. Air -Re -.urn Air Vent 115 outlet i 016 A/N 39. Attic Acc Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date RrAMING (Permit) OK except #'s 4V!Sit roper terials & Anchors all uds-Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing 43. ire ps, Furred mgs-Stairs-Chasers-Tubs eaders & Beams -Size & Bearing Date FRAMING (Continued) Albr-<an Caps -Anchors -Connectors 4 . ling. ist•Rftr. Ties-Purlin-Roft Brac.-Truss-Shting.-Rfng. fireplace Ties or Type A Flue -Fireplace Throat Clearance tt' cess; Size & Romex Protection -Draft Stop -Ins. Baffles . Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5 rage Fire Protection Framing 5 perty L' a Firewall & Openings 5 . oors-One 3' -Check Gar ge 3rd Story, 2 Exits Stairs; Width -Headroom -Rise un -Landing -Fire Protection ood on Roof Ove rhang-Attic\Vents-Rafter Outriggers F'o 10K Siding -Nailing Veneer Stucco Mesh -Drip Screed -Fd. VpAts-Underflr. Access 1 T 59. She alts; Nailing-Bolts 60. Br9ce Interior/Exterior Wall anels Windows Date K/ -;4 Card B-1 Date / Card B-1 Date Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s xt. ps-Door & Sidelight Protection -Landings at-em._W15ee-tector urnace Vents -clearance -Comb, 411r -Connector - In Gee; Above Floor -Ducts -Meth. Protection tbZ�6..I Bath Fixtures & Tub Access -Spa lec,T'rim & Subpanel, Breaker Sizes & Labels 7#-Firep!,ae6qr Stove, Clearance -Hearth 7 ec. tlets at Wood Panel, Int. & Ext. 7it. F' . & Appliance; Ground -Air Gap -Cooking Clearance 7 ec._Outlets & Receptacles at KA. Counter r Fire Door; Swing -Landing -Closure 7 . C ct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in G ge; Above Floor -Meth. Protection 7 b.,_Wc. & Mech. Equip. Listed for Location 7 e . Receptacles in Garage (F.F.I.)-Romex ProWction 7t-'fnsulation- Foam- Looked in Attic 80. Guar ails & Deck Construction- Caps n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under FIoE ❑ Yes 82. Foll g Instld./Drive _ U NoMalks No/Planters es ] No Electrical - to 86%Wat ell, Disconnect, Electrical, Plumbing 8?6xte_rsefob�x. Trim, G.F.I. Receptacle -Underground enol on roughout House err w rom Previous Inspections G eter es...4s Tagged, Gas -Electric 92. W r& wer Connected -C/O tc Grade -HD Approval E y Compliance Certificate -Other Certificates 9W -Address Poste oateq Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.M. USE GAILY 6� I;ict_,� 6 Attached --7-- Joao, Man Atter h®d L Sam to ®.D. -- 2--Zq, -.-- 156100 - Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 02-0657 SESSOR PARCEL UMBER �� ZONING BUILDING PERMIT OWNER GARY &LISA BORJAS TELEPHONE 345-5202 SO. FT. OCC. BUILDING VALUATION 2250 R3 121 500.00 OWNERI�Ia ADDR S1 11llNAME 767 C 9970.00 CONTRACTOR'S RYTHER DAILY345-5202 TELEPHONE 585 U 10 530.00 cGMRAC1TiruWi decker Drive Chico CA 95926 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 142 000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 786.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 511.22 BUILDING ADDRESS Energy Plan Checking Fee 23,00 PERMIT FEE $ 1340.72 LOT NO. SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 3 7.00 91.00 USEOFSTRUCTURE SF 0 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping / 15.00 15.00 Each as water heater or vent 15-00 15.00 TYPE OF WORK New? Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF 4BR 3 1/2 BA 2 CAR GARAGE Gas piping system 1 - 5 outlets / 15.00 Building sewer 15.00 15.00 Mobile Home IS I GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 EOOv OR LESS Main Service . '0. OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 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 ficensea licensein full force and effect. ^�,,y �/ License Class C Lic. No. (� f 9 & OWNER -BUILDER DECLARATION 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.87 Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. sO OR ADDNS. ( 8 ACC. S.`3.50FT. 980.87 IpµgESlpT MULTI -OUTLET @7.50 POWER APPARATUS a SINGLE CIS. OURFr OR FDRURES � @ 1'� R FIXTURES Ex. Occu BAL @ .so FIX1 Ex. Occup.OUT�is AEM.GE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $141 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.) ?51 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 f 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 ^-2 �� Signature of Applicant - ❑ OWher R Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 25.00 Cooling 25.00 Hood 6.50 6.50 Ventilation +• 50 4.50 gas fireplace 15.00 PERMIT FEE S 96.00 Mobile Home Installation Fee $ Energy Inspection Fee $ OCC R3 CONST. TYPE VN TOTAL OE $1795.59 HAZ. D. FEES IMP D CDF .--� P Pp I SU 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. o By4�,V� c Dates ZO 0'Z PERMIT EXPIRES ON 5d' fZO' d3 Da e ReceiptNo. 3 YA& 3 3 % WHITE-D.D.S.-B.O. CANARY ASSESSOR PINK -INSPECTOR GOLDEA1 ROD, APPLICANT :�+•�v. M.�i�R��.�v-s. F.'7!R �"+�_ y.c�7"°�'�/^y`rr.... ..�.•�.� -. �•aa�rr• - .. �.. -e.. rw� e•o ��}1�. n, 7�•'+'! 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: ASSESSOR PARCEL NUMBER Proposed Building Use: Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. (Plot plans, 3 or 4 sets, signed by the preparer of the plans. EI''22.= Complete plans, 3 or 4 sets, signed by the preparer of the plans. I 33- Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. �< ngineered truss details and layouts in duplicate. No faxes! ETO'5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. I] T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. r 101 Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. 00 Date Received By- 0 y- Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ Plot plan and business license approval from the City of Biggs .................................... Letter of intent for non-residential buildings......................................................... Detached Accessory Building Form filled out by the owner ..................................... Hazardous Material Form............................................................................... (lthar Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) I14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... � � for Non -heated and A/C Buildings ................................. ........ Statement of Intent o o pp�� ((-� I16. Sanitation and plot plan approval from the Environmental Health Department in CVVLZGo �a— ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: Q 1--4, (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. wner-Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... r tter of Signature authorization....................................................................corded copy of Agricultural Acknowledgment Statement....................................anufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... 30. ❑ r t D d, ❑ M. . Titl-ee/Stement of acts ❑Letter from Legal Owner, ❑Check to H.C.D. $ 31. When issued Telephone Or + and hold or pickup. I have 1 eewKormed of the above -items and requirements for obtaining a building permit. -'Applicant Date: 0 C�' 0 1. Index permit application for the above items numbered: CAN Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above datbb�/phone, y hone, mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data ❑ mail, ❑ counter, by Date: Plans reviewed by: 4F Date: Plans approved by: Date: 65 Structural reviewed by: Date: 0 2 Structural approved by: Date: /S— O'Z Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSPD BUILDING USE 'J BUILDING PERMIT FEES XBalance Due ........................................................ --Additional Fees Due ............................................ --Additional Fees Due ............................................ 079 A.P. # 03R' 1460 -183 DATE 3 _a 0 a` RECEIPT # DATE REC. --Revised Plan Checking Fee ................................. $ L X SCHOOL DISTRICT FEES (paid at District Office) G/i� (u jA3.SHERIFF FEES (paid at Building Division) CD Residential .................................... x $360. Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. (� l 4. URBAN AREA FEES 7� Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. l 5. RECREATION DISTRICT FEES d 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) / $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 6602 , you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) a n School District A.P. Number Property Owner Property Location/Ac Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. 0?(Jurisdiction: City County Lot No. ................................................................................................................. Residential Development Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection)' Commercial/Industrial // New Addition moor rians reviewea Dy scnooi uistnct rersonnep District Identification No.A 61171 Sq. Footage (Including Exterior Roofed Areas) D1. s Date School District certifies that pO,e ;,w S (Applicant) 3 g 8 / 40 7�edev 164" -em (Street Address) (Phone Number) Dv,e.41-f"-7 CA 9 s -y 3 (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing vZ ;R square feet. ., School District Representative Paid by Check # . Remarks',, o0 -"f by payment of $ ly�, /e� AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) %feeform.x(s (10/98)dmm Y�i'o-'�"" 'C�y,ca^R'i �,.Yl„i`''�T",;�-.+F'wr j.,f�."^•i"�... ��f �f µrj'... �� �f'¢t...��i�t, l�i..�.j r�;. ..-=,1�_,; •+7 ,�,,,. �.��. �i. �y'uT'v;b"'i F UTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK .DISTRICT - ` Assessor Parcel Number (s): Property Owner (s): Project Location/Address: Subdivison Name: Assessable Square Footage: epw)_ 5V Type of Residential Development (check one): New Development Alteration/Addition ❑ Mobile Home (s) Non -Residential to Residential Comments: b s -S �/ Budding ivision R�pr sentative Date r Durham Recreation and Park District (DRPD) certifies that Clark &ther Applicant Name Applicant Phone Number n j Pc_.fcer T) r Street Address Cki w Cfi 959 City State Zip Code a has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 -.114 by payment for 2Z50 square feet at $ 1.04 per square foot for a total payment of $ 4' sls/na- ` . RPD Representative Date PAID BY CHECK No.: Remarks: BANK No.: 90 - yZ.O 2 - PAID BY CASH: RECEIPT No.: DISTRIBUTION: WHITE - APPLICANT PINK- DRPD YELLOW 'BUTTE CO. BUILDING DIVISION (DING RE�+J�f l� 6Y:. `JALlElIM AND WHEN RECORDED MAIL TO. BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA:95965 CHI/C #19.6088DMP CaPY of Document Recorded 16 -Kay -2002 2002-0025209 Has not been compared with original BUTTE COUNTY RECORDER 4 . . AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acluiowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be'subject to inconveniences or discomfort from,the use of agricultural -chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying,'pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real prope4 situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date: 5/16/02 PROPERTY OWNERS: A GARY D. B AS—..,— State of California ) . County of ' BUTTE ) On 5/16/02 before me, KARY J. BIDWELL, NOTARY personally appeared GARY D. BORJAS personally known to me (or prgved to me on the basis of satisfactory evide#re) to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that 'be/she/they executed the same In his/her/their authorized'.capacity(les), and that by bis/her/their'signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the Instrument. WITNESS my hand and official seal. KMY J, BiDMIELL CW corm4Mon a 1201 I7o mfr cPSI Signature Seal: w°ry Pubwc wno County. Co0=10 my C=n*Aon Exp. Nov. 6, 2002 4a AP' 039-460-079 ORDER NO. BU -196088 DMP DESCRIPTION THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: LOT 19, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM LAND ESTATES PHASE 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 30, 2001, IN BOOK 152 OF MAPS, AT PAGE(S) 79, 80 AND 81. APN 039-460-079-000 I t SITE PLAN REVIEW APPLICATION Date: .3 -2:D -3Q_ AP# 0 S 9— 1-10 0— 07 q Permit Number (if applicable) 0`Z— 0 8'S % APPLICANT INFORMATION Parcel Size: / 0 t` A L Owners Name: d3D2 1 /aS LArZ�rz.�, Ll S A Owners Address: Telephone No.: S4 S — S`?_0 7— Situs Situs Address: j Gam/ IZA_. Jcp X17 Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) NTR 5 Conditionally Approved ❑ Resolve Problems Prior to Approval It Site Plan Stamped Approved BDate 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) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See a cnfd) • Flood Zone: • Flood Panel No.: -2- if 5 C— 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/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: S — Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front t_ Side C) Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula ------------------------------------------------------------------------------------------------------------------------- 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: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ 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: 10-,-3 0 -7 1 Lot: I ❑ Use Permit/iMinor Use Permit Permit Number: Book: ) S `?_ Date of Approval: Page: ® 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 on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or, other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area, proposed .for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and, approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees. removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil. construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division.". ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 IF NROS NO RESIDENTIAL DEVELOPMENT SETBACK BSL BUILDING SETBACK UNE PHASE BOUNDARY BUILDING SETBACK UNE (D EXISTING OAK TREE -- LEACH FREE SETBACK (LFS) 1 sl -L- ^19 8 1 I o- 30- o Du 2 )-1 L- r:,, N -b C ST c C2�, �T 3 N N07FS 1. THS SHEET SHOWS ADDITIONAL INFORMATION. I$ FOR ADDITIONAL WORMATION PURPOSES ONLY. DESCRIBING CONDITIONS AT THE TIME OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2 A SOLID FENCE CHAIN LW BRICK, BLOCK OR SIMILM MATERIAL.. NOT WOOD. A MINIMUM OF SIX FEET IN HEIGHT SHALL BE INSTALLED ALONG THE SOUTHERN Atm WESTERN PROPERTY LINES OF THE PROJECT. PRIOR TO ISSUANCE OF SULL.DMNG PERWTS FOR ANY RESIDENCE IN PHASE i SAID FENCE SHALL BE CONSTRUCTED ALONG THE SOUTH UNE OF PHASE 1. 3. DEVELOPMENT OF ALL LOTS IN THIS SUBDIVISION WILL REQUIRE CONNECTION TO A PUBLIC WATER SUPPLY. 4. SHOULD ANY ARCHAEOLOGICAL OR CULTURAL MATERIALS BE ENCOUNTERED DURING PROJECT CONSTRUCTION, SITE DEVELOPMENT SHALL CEASE AND ARCHAEOLOGICAL CONSULTATION SHALL BE IMMEDIATELY RETAINED. S. ALL ALMOND TREES SHALL BE REMOVED FROM THE PROPERTY. REMOVAL OF TREES CAN FOLLOW THE PROPOSED PHASING PLAN SHOULD ACTIVE FARMING CONTINUE AS THE PROJECT IS DEVELOPED. 6. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE N OF THE BUTTE COUNTY CODE. PRIOR TO ISSUANCE OF BUILDING PERMITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK. SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. 7. ALL OAK TREES ON THE PROPERTY SHALL BE PRESERVED EXCEPT FOR THOSE REQUIRED FDIC ROADS, DRIVEWAYS. OR BUILDINGS A NO DISTURBANCE SETBACK SHALL BE PROVIDED COMMENCING FROM THE OUTER EDGE OF THE OAK TREE CANOPY. ADDITIONAL INFORMATION SHEET r'% i ir"3u A i i / A A /r1 r -e %-r- A -r-=^ 11A 'a ,` ✓'00 RESIDENTIAL PLAN REVIEW GUIDE o o SINGLE FAMILY, DUPLEXAND n_ _.� MISCELLANEOUSONLY Ovvrer. d2ii& Building Permit Number: oe�? .Plans Exarniner:,04,4A 54. 'P:,cn A. P. Number: ,��� 7 p� —07 GENERAL: Zoning requirements - (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Building permit valuation. PLOT PLA`: Complete parcel size and dimensions. Setbacks, side yard. easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map: Noise Q SR.a ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal did Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) LOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When vvindo" s are provided as a means of escape or rescue, they shall have a finished sill height not more than .` 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glaring in Hazardous locations (Uniform Building Code section 2406). N Habitable space shall have a ailing height of not -less than 7 feet 6 inches except as otherwise permiad in this section. Kitchens. halls. bathrooms and toilet compartmeats may have a ailing height of not less than 7 feet measured to the lowest oroiection from the ceiling (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 &'310.6.3). GFCI in baths. garage, kitchen. wet bar, and exterior receptacles (NEC 210). `Fater heaters %% hick depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening bw abs or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedrooM or in a room compartment or alcove opening directly into any of these (Uniform Mechanical Code mcdon30 -1 Garage firewall separation - required on garage side including supporting walls and posts (UnilbrmBtdldag Code section 302.4 exception #3). U nder no circumstances shall a private garage have any opening into a room used for sleeping purposes (C; nifor n Building Code section 312.4). Wood stove location - Alcove - UNIC section 205 confined space & 223 unconfined space & 301.2). Smok: detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). Shovers compartment minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). 17.. geamg walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Utriform Building Code section 1806.3). STRUCTURAL DETAILS: 1, Braced wall panels shall star at not more than 8 feet from each end of a braced wall, line• Braced %%-J panels be in line or offset from each other by not more than 4 fat (UBC section 2320.11.3). Spacing shall not exceed 34 feet on aan center in both the longitudinal and trsverse directions NBC section 2320.4.1.) Braid waU lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designees'�vei" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. ,r Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 184-C). Floor constriction details complete enough to construct building. Elevations and Wall construction details complete enough to construct building. Roof construction details complete enough to construct building. :Fireplace construction details and calculations if necessary. off Garage door header size(s). Porch header size(s). 1 Tj�ical header size(s). . ` Stud heights. High expansive soil - special foundation design required. Retaining walls requiring design. . Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be pro%ided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shover on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. wscELLATTOUS ITEMS: IStairway details - landings, rise and run head clearance, handrails (Uniform Building Code section ] 003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). ExUrior plwer - wap screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D•1 & 2). Foam insulation - protection. 36" halls and stairways (Uniform Building Code section 100.4.3.3.2). Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. 12. Energy design compliance and supporting documentation. A,! CDF responsible area requirements. BUELDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers require& 4. ❑ Special Inspection requirements. S. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lener. Paee -- of = May 8, 2002 *Department of Developr .;,nt Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Gary and Lisa Borjas C/o Ryther/Daily Construction 1211 Windecker Dr. Chico, CA 9592 6 Assessor Parcel Number: 039-460-079 Building Permit Number: 02-0657 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. I have noted on the plans and trusses that there is to be NO floor above the garage. 2. The energy calculations must be revised for the following reasons: a) I find 322 square feet of glazing, the calc's call out 287. One of the 3050 windows on the front was left off, and the 3' door to your concrete patio was left off. (Perhaps the door is not glass.) b) You applied for two water heaters, I only find one, and the calc's call out only one. c) R-21 generally does not fit in 2x6 walls. Please provide a listing for this installation. d) Your CFI -R form calls out R-0 in the attic. Please change this. STRUCTURAL COMMENTS: rovide 1.7 kip drag truss at wall line F as specified on the roof framing plan sheet S3. IS a rovide uplift connections to resist the negative reactions on trusses E1, F1 and G6. Provide support for the 5.Ok and 4.6k D2 girder truss reactions. The field framing shown on the truss layout does not match the roof shown on sheets A2 and S in the area between the master bedroom and the covered patio. The valleys as shown on e truss layout will not drain adequately. Please clarify. Specify typical header sizes on the plans. G )t ( t_ 6. Provide beams for the following areas: -0_1�1,0pening over entry to the master bedroom supporting B3 and B4 trusses. „f Breakfast area nook supporting G4, G5 and G6 trusses. 15' opening between the kitchen and the great room. .sem 9' opening over the covered patio supporting C2 and C3 trusses. 1 of 2 0 0 If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. , J y�v1LJ Linda Simpson Plans Examiner Cc: Robert Heaton, Architect 11 cl_�' i�� Philo Hunt, P.E. Plan Check Engineer 2 of 2 STN 00 PHILO 4UNT PLAN REVIEW RESPONSE FORM n order to expedite the review of your plans, please complete the following information and return this form with your resubmittal, If :` is form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. Thm man be a valid :_sponse to every item requested in our plan correction letter. "By others" is not considered a valid response.- pie= ioAte your -_sponse to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY Of YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL, PLAN& DWNERS NAME _ _ _ DATE: C�izY ASSESSORS PARCEL NUMBER PERMIT NUMBER ; 67y ®'. - n��% RESPONSE FOR PLAN CHECK LETTER DATED: l MAY 6, 200 � I ?LAN CHECK ITEM # /110N - S7-1ze/CT, RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATIOIN ON PLANSr-AlCS: (Alew e c S eel' -rl-6-S OMMENTS: ca cet /Ll6M" S J Ole- are - 17o qla zw" 2 / /S Cr dose 1'ra"'�qz do Ka 2/c (o ac%G/-- lc6d .410?eCV 'LAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: ;OMMENTS: (Alew e c S eel' -rl-6-S 'LAN CHECK ITEM!� 9/.'%(G( 1 2 RESPONSE BY: LOCATION ON PLANS/CALCS: Sr 3 'OMMENTS: SPS-�'I!'I� ce --(-beet S 3 COMMENTS: -rl-6-S PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: -rl-6-S F 0 57a cr �- COMMENTS: n n C SPONSE BY: LOCATION O/N� PLA S/CA [RESPONSE FOR PLAN CHECK LETTER DATED: RESPCOW BY: ------------ PIAN CHECK ITEM # RESPONSEBY* vor LOCATION ON PLANSICALCS: cOMMENTs o e 5 ,ee6 Nb 3 PLAN CHECK REM # sr'oe ( C T. RESPCOW BY: LOCATION ON PLANSICALCS: COMMENTS: h1 e e e / o. S i PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANSICALCS: I PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: -. PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If ,this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH TNTC CADM Tn A CnDV nC VnI1D DI Am DCVTCW I erred wun nCTlmtl urT'rU nC%ITcen wun nnTCT11A1 n...... OWNERS NAME DATE: RESPONSE BY: LOCATION ON PLANS/CALCS: ASSESSORS PARCEL NUMBER PERMIT NUMBER 0 ^ 46D _0-71� CSL. VV :2 6Y�0- RESPONSE FOR PLAN CHECK LETTER DATED: InA y n '2,00 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: Alb—r coin ru-rE GLIl T(f Z. WAZ� HEAT OYLS a -G7 we A-4-6- U 6S7( Al& ©ME G{/ -rerL fi-,EFAZ4"'2-- OAfU - PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: f 1 a FROM CHICO,Insulation F,;X NO. 530-894-2475 Sep.,23 2002.01:18PM P1 CLIMATE Pito" 14BER GLASS BLOWING WOOL Your home has been professionally insulated to provide a guaranteed thermal resistance. HbmFop �i ADDRESS UnY STA2E _CA_ ZCP RECORD OF INSTALLATION anus AND ROLLS WYAWE THICKNESS AREA INSULATED. Lam: CEIUNC. J� IN Fi LVALLS-- �—� IN. FIx)ORS IN. IN. Sq. FT. CLIMATE PRn_ RAR WFIC_UT _ =10 unRAIMAI R=VALUE: MINIMUM THICKNESS BLOWING WOOL -- v MA JMUMMiN1NIUM NET COVERAGE Nlf.w ('x1i15MUCI70N - Ii Ruporm. ( L* T1+�tS P°1 'S�'. op DEPTH op P;Lr.vinL!5 ( NUND::k Op Bt.CJ USEDinch 6% Sh'1dd 710t CDIJH" I�±ULa'hu� i.e/ ,' ,FZX INyUL47ED t zZ Fsn\(ATED R VALLt OF be deSa Than; . I.1 5XV bo_ PM-10LS LNSTMMON•- 142 sq. ft 1 . 'rwI(;*ZEw OFINSL'LAI'1tkt- �t� T,.i E(s) op PR.Eviol:s 8'�i in. 145 WCMES INj-r,%T1oN IN ATTIC ? t IZ VAI.bE Up INSULAMN 14.668.4 sq. fL. anus AND ROLLS WYAWE THICKNESS AREA INSULATED. Lam: CEIUNC. J� IN Fi LVALLS-- �—� IN. FIx)ORS IN. IN. Sq. FT. CLIMATE PRn_ RAR WFIC_UT _ =10 unRAIMAI R=VALUE: MINIMUM THICKNESS '' ERGS PER' _ IWO SQ FT. -- v MA JMUMMiN1NIUM NET COVERAGE WEIGHT PER S0. FT. To obsain an . ., i715Tx1021A7i' bslallal i7A51F�ff�Wi6 The xumber opf. !x{S7 Pff. 1000 4q. of Co�tteess of Ops T1+�tS P°1 'S�'. rasasAlriot: '• . •` ...5%hOtiid not it tW da Ao dd.'no: ' 6% Sh'1dd 710t CDIJH" �. Of iniialldd inrulatiOA Should i.e/ bt les; llurn . tBlau than:.' mon" than: be deSa Than; . I.1 5XV bo_ 7.0 142 sq. ft 0.176 MS. 19 8'�i in. 145 79.9 sq. ft- 0.818 lbs. E2 10 in. 14.668.4 sq. fL. '0.365 Lbs. 2fi Ilk in. 1712'533.0 sq. ft. 0.431 lbs. so I� in. 20:0 50.0 sq. f1: 0.500 lbs. .38 l'6•iTI 26,3. 88.0 sq. ft. 0.659 -lbs. `4418Y. is 50.5 .32.8 sq. FG 76:5 lbs. 50 `?OY in. 35.5 28.2 sq. fr- .0. 0.886 lbs. 60 23'/. in. 4319 23.2 sq. ft. 1,076 lbs. LNSULATTON (D0NI'1tAe r0L SIGYAruRE Q.�VNjjQp�7/,,�`` �(� n DA,i,E cd r^'j P14014E 9tLt_—SM(-~_ HONE BUJIMPA SIGNATURE DATE CGNPANV o ply PHUNir Johns MMamdlle 1*194 7/97 01597JO nS klaw. b cormstion JMm. Wn1i9e C POlation. PO SQ- 5108. 00MV. CO $0217.5106, Interrri:: hrIP1/ n .jrrLCOM, For mora i^lermrion 08A 1.800-654-3103. OS7 - 210--- 07 7 STRU CTU RAL CALCULATIONS Structural calculations for: Borjas residence residence Butte County, California Job 02-005 ROBERT B HEATONe and associates architects 2044 Palm Avenue Chico, California 95926 (530) 343-8038 Robert B. Heaton C-9192 Frank M. Glazewski C-27470 02-o6S7 ` 8UTf8 COI,iWi1 tUILDWG DEPARTMEIV] APPROVED S`/S�vZ P#, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 f MWOMILM STRU CTU RAL CALCULATIONS Structural calculations for: Bogas residence residence Butte County, California Job 02-005 X10. C'9192. REN.3-31-03 LOF CA1.1F� ROBERT B. H �A, N and associates architects 2044 Palm Avenue Chico, California 95926 (530)343-8038 Robert B. Heaton C-9192 Frank M. Glazewski C-27470 I(Z7 General data: j Wind loading; Basic wind speed 75 mph Exposure B Design method Normal force method Structure category Enclosed Seismic; , - Seismic zone Gravity loading; Assembly Applicable DL LL Reducible I ;Sloped roof - less than 4:12 Yes 0.014 0.020 1 Yes Sloped roof - greater than 4:12 Yes 0.014 0.016 Yes Upper floor Yes 0.019 0.040 Yes Lower floor No 0.019 0.040 Yes Soil data; Allowable bearing 1.500 ksf UBC Classification 4 .L? See summaries Slab on grade L Soil ou� aata� sem; --, a ; L. �-'C•n .c A .......-.>_ ....F .2%'l .:r. .o.-.:._�'e ;'Fq..•a :ii "'-�j+-./e ...:.r ,� N.,t,,, _ . L .S xk.: �.-f..� K:.�.e ,G....r.. Soil classification: ® Reference table 18-1-A 1997 UBC Input data for user defined classification Allowable bearing pressure ; 0.000 lksf Max. allowable pressure 0.000 ksf Increase for depth 10.000 ksf/ft depth Increase for width 10.000 ksf/ft width Friction coeficient 0.000 0.150 - Lateral bearing (passive) 0.000 ksf/ft. of depth below grade Increase for wind/seismic 1.330 1 Include footing weight when calculating soil pressure ? yes Soil data used for design Allowable bearing pressure 1.500 ksf Max. allowable pressure 0.000 ksf Increase for depth 0.300 ksf/ft depth Increase for width 0.300 ksf/ft width Friction coefficient 0.250 Lateral bearing (passive) 0.150 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Resistance 0.000 ksf Page 1 Soil weight: r 1O kcf 1 1 1 1 1 1 Sfiearwa! schedule; f1:997 Un form Buildi� n Code71711U-77111-579% Mark Description 3/8" cdx plywood with 8d nails at 6",12" o.c. ® 3/8" cdx plywood with 8d nails at 4",12" o.c. 3/8" cdx plywood with 8d nails at 3", 12" o.c. 4 1/2" cdx plywood with 10d nails at 6",12" o.c. 5 1/2" cdx plywood with 10d nails at 4", 12" o.c. I 6 1/2" cdx plywood with 10d nails at 3", 12" o.c. 1 7 5/8" T-1-11 plywood nailed with 8d nails at 6",12" o.c. 8 5/8" T-1-11 plywood nailed with 8d nails at 4",12" o.c. 9 5/8" T-1-11 plywood nailed with 8d nails at 3",12" o.c. Commons r ti ; x Box,railsa": HF�ADF�, HF ` :pF'-; 0.213 0.260 0.164 0.200 0.312 0.380 0.240 0.293 0.402 0.490 0.309 0.377 0.254 0.310 0.196 0.239 0.212 0.460 0.163 0.354 0.360 0.600 0.277 0.462 0.131 0.160 0.101 0.123 0.197 0.240 0.152 0.185 0.254 0.310 0.196 0.239 10 1/2" gypsum board nailed with 5d nails at 7" o.c. max. 11 5/8" gypsum board nailed with 6d nails at 7" o.c. max. Footnotes: 1 Foundation sill plates and all framing receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member. In shear walls where the total wall design shear does not exceed 600pif, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3/16 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. q 9 `e'"G '"+' 'Ft"z�-g'7vx�,A�rn'�'Ca�+'4 io:��....,.�.-^m •m• �,,�•'^ DeSI�] n, Ca acct of fram�n mGmbers��� ... _.9.. p Y;.. �i ..a„t�:?' tH�".,'•U!; r"-t, :7••fi.l nsR: r ...._ .. -.,., .,..�n..r_-r 1, ..�v:�°i3•i.,, 3r c_• . �,,. y Load duration factor 1.25 F Unless noted, 2x and 4x members are DF#2.6x members are DF#1 'Member size Mcap Vcap I(in"4) _2x4 0.419 0.416 5.360 , - ' 2x8 1.438 { 0.861 47.640 r 3 .y,a `•Tma.'" h,''•.•�"°'•ic,�+sr'z' 'v'^n'''T"a-'• , �a 2x10 ," :• X2145' �r OR NO. 98 ..c..:�w:a,a�aa,:stc�i��e:'�'Sw:isuH;.u'uw 2x12 2.884 1.336 177.980 4x4,- 0.978 ' 0.970 12.510 1 .'i'ii xf '4'A°• ,t-�-r-. y".• x 1 ,.'�.•^ •�r E�' h' ^.3„,-v'�a."?r .^'.+r' .. / :t-""4x6{� t �i`-„•�•t�.� �,{ .,,s� �ro�'� �n�.r c���` fir; �f ...+ 48 3.633 2.009 111.150 A � :.�r� • � Y �-:�� � .. ' �u.�tt°+A �S:mr..a ..,75�efl�#md;x`cider'_m:i'.:a:a��,S:iv?z1�4..5a' w•c�:.:w.3r:, 4x12 7,403 3.118 415.280 '9u335,�R3671OW*8x4 6x6 3.900 2.143 76.260 -4 6fi0 � - ...>Z....t-.a,,,.. • YL,.`.�'.:..r..�:...::.a.�r`kf-�'`•..�'SE.zot`x'Yr..ir.,.,a��s,.rs„ `{ :.�`.,1M�� �:.. R.::�ix.a;.ar..r.�: ' 6x10. 11.030 3.604 362.750 y. ra T 4t. .,i• �_ m^-m�a , �K °k'"",..r�c�3.- ��� „f a®-p�•,y...w :6x12 0��. ���-..,k.. 31;5�'��r•���4�383 f"�� . X652.59,0. 6x14. 22.259 5.163 1066.180 3.125x12 18.750 5.156. 450.000 ' `3�1x25x1}3 5 � .:��:.< ��'��23°423� ,�'�.N, ���. �-�'5r80:1�:�� `�. • ,6� X20, 3.125x15 28.580 6.445 878.910 �`3��?5x�6�5�`. : k _=�'?�:� ' 34 f2;1.'6 '::. •�Y .: lE{Q9U ��. •.f - • k� �, :.1�169i820, ' 3.125x18 40.329 7.735 1518.750 , 5125x1`0}5r" =,23' 543gg 1°'1 ,494 400 „: ' 5125x12 30.750 8.456 738.000 5125x15 46.870 10.570 1441.410 ' 5125x1645 S6 X11_ ` 1918�5t0, 5.125x18 66.140 12.685 2490.750 i Wind design values -'IJ 06' i Bwlding Code: Table":t6-H . , , - Exposure B Importance factor =1":00 Basic wind speed 75.00 mph qs 14.50 psf Roof pitch 8:Q0' in 12 angle 33.69 degrees PRIMARY FRAMES AND SYSTEMS WALLS Windward walls Leeward walls Total wall ROOF Wind perpendicular to ridge: Leeward or flat roof Windward roof: Slope 2:12 to less than 9:12 Slope 2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs 0.70. 0.0063 0.0068 0.0073 0.0077 0.0085 Outward 0:90 10.0081 0.0087 Direction 0.0099 0.0110 Outward 0.30 0.0027 Ht. <0'-155 <205 <255 <305 <405 Ce 0.62 1 0.67 1 0.72 1 0.76 1 0.84 Cq'_,� 0.0085 Outward 0.0176 0.0195 Outward Parapet walls 6.807,1 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Out/in ROOF 0.0253 0.0280 Upward Slope 2:12 to 7:12 ;.450 0.0045 0.0049 0.0052 0.0055 0.0061 Outward Slope > 7:12 to 12:12 0.0117 0.0126 0.0136 0.0143 0.0158 0.70. 0.0063 0.0068 0.0073 0.0077 0.0085 Outward 0:90 10.0081 0.0087 0.0094 0.0099 0.0110 Outward 0.30 0.0027 0.0027 0.0031 0.0033 0.0037 Inward 0.0090 0.0095 0.0104 0.0110 0.0122 0.70 4 0.0063 0.0068 0.0073 0.0077 0.0085 Outward ELEMENTS AND COMPONENTS (Not in areas of discontinuity) WALL ELEMENTS All structures 1.1:20 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Enclosed and unenclosed structures ~T20 0.0108 0.0117 0.0125 0.0132 0.0146 Outward Partially enclosed structures -;:1:60' ; 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Parapet walls ; :1:30 ,.`� 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in ROOF 0.0253 0.0280 Upward Slope 2:12 to 7:12 `x2.60:;} 0.0234 0.0253 Enclosed and unenclosed structures: 0.0287 0.0317 Outward Slope > 7:12 to 12:12 ",-,,-,1.60 0.0144 0.0155 Slope < 7:12 1:30 70.0117 0.0126 0.0136 0.0143 0.0158 Outward Slope 7:12 to 12:12 1:30. _Ja 0.0117 0.0126 0.0136 0.0143 0.0158 Outlin Slope> 12:12 Use wall values ridges, and canopies.=7:80;;:'1' 0.0252 Partially enclosed structures 0.0292 0.0309 0.0341 Upward Slope < 2:12 _ `1:70 0.0153 0.0165 0.0177 0.0187 0.0207 Outward Slope 2:12 to 7:12 1:60 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Slope 2:12 to 7:12 0;80: 1 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Slope > 7:12 to 12:12 1:70' .'`1 0.0153 0.0165 0.0177 0.0187 0.0207 Out/in Slope> 12:12 Use wall, values ELEMENTS AND COMPONENTS (In areas of discontinuities) Wall comers 1: 0 0.0135 0.0146 0.0157 0.0165 0.0183 Outward 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Roof eaves, rakes or ridges without overhangs Slope < 2:12 __ ' 2:30 0.0207 0.0223 0.0240 0.0253 0.0280 Upward Slope 2:12 to 7:12 `x2.60:;} 0.0234 0.0253 0.0271 0.0287 0.0317 Outward Slope > 7:12 to 12:12 ",-,,-,1.60 0.0144 0.0155 0.0167 0.0176 0.0195 Outward For slopes less than 2:12 Overhangs at roof eaves, rakes or ridges, and canopies.=7:80;;:'1' 0.0252 0.0272 0.0292 0.0309 0.0341 Upward Static lateral fOU'procedure per UBC 1630: Seismic zone Importance factar• `1:000> 3 Z = 0.300 :> System descripldon: (Table 16-N) 1 R a. Wood structural panel walls... 00 5.500 Numerical coefficient 4-s P-mtz G hn 2.800 Seismic force overstrength factor YID 0 f t✓� S YV 20.000 Input C, from talzle 16-R: feet 1 Uv Input Nv from table 16-V: Input Ca from table 16-Q: 0.540 N _ v Ca Calculate numerical coefficient Cr: 0.360 Building frame system:I i Wood framed and all other buildings . For all structures;, the value T may be approximated from the following T = Cj (h )"' CT 0.000976 1 � 0.0092 sec, g f0�ufa: The total design base shear shall be determined per UBC 1630.2: (30-8) V=((Cv*1)/(R*T)lxW= 10.64 W The total design base shear need not exceed the following: V=(2.5*Ca*I)/R X W =(30-4) 0.164 The total design base shear shall not be less than a fol0 W lowin ; (30-5) V=0.11 *C (30-5) x = 9 0. For seismic zone 4, the total base shear shall also a not less than (3owi V = (0.8 x Z x Nv x l) / R (W) = an the following: 0.044 W E _ ME M .: •�� Design factor for structure As per UBC 1630, seismic factor maybe further modified by Redundancy/reliability factor. 1 def . . ✓�u�(a��� (�CIcGi�Piiv� ._ .. 1 , 1 1 1 1 F E C A R 22-141 50 SHEETS AMPAfI 22-142 100 SHEETS ! �1 22-144 200 SHEETS t + ( o Ll j ' � � t •t t r I ! j { R 1 1 O 22-141 50 SHEETS { nrvlln� 21-142 100 SHEETS i 22-144 200 SHEETS I r � r I I r C N r o I � I ( ! s� o• o I + - I 1 ,1 00 W L 1 i ! } � i • � r I 1 � i J � I ;• ! 1� I I I ; 1 � • / 1 • � i I 1 I 1 1 1 � j, 1 1 O 22-141 50 SHEETS ' nvur.n 22-142 100 SHEETS 22-144 200 SHEETS ti 1 - }. I t Nc r , � ! i 7T ` o t a JIT {r cz ` !•i { N 7'r r f I }. I 22-141 50 SHEETS nrvinno 42-142 100 SHEETS 22-144 200 SHEETS f f f zy 'PA - , 1 , - ( y'G,1 p' 7T , Cb i r 1 . j i ► � l Wall line analysis Frank Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Date 1/9/02 ' Description Borjas residence ' Level I Main Line C� P lateral 3.060 kips / Total wall length 13.000 feet Wall framing species HF Shearwall Description Mark v cap Side 1 13/8" cdx plywood with 8d nails at 4", 12" o.c. I 2 0.312 kips/ft Side 2 None 13 0.000 kips/ft ' Shearwall v 0.235 kips/ft Ok! v allow 0.312 kips/ft If user -defined SW used; Description v allow 0.000 kips/ft ' Sill nailing ' ng ❑Applicable? ' 0.134 = 0.569 feet 16d sinker good for 0.134 kips/each 0.235 1-6d Halls a`�" 'T .,-� --" ,_, . X16 Inches o c ::afSW Anchor bolts Q Applicable? Design v 0.235 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? ' 0.730 = 3.101 feet 0.235 1/2" dia. good for 32 0.730 kips/each 1'12"}dla �at z=0 17 ' Blocking/top plate ❑ Applicable? ' Length of attachment Design v 37.00 feet 0.083 kips/ft Connector - A35 0.450 _ kips/each :Connectors _a. 48}:.y� ruches o:c. max r Connectors at rim foist to mudsill/cnpple wall top plate ❑ Applicable? T. f ..:'.s�t""iSfr--'(�•T,q .i.�.��.t.�^P.P..`n°-.¢I" ;.".rxer."N"^.TT v 0.235 kips/ft A35.atY=- E0; Inches`;o Page 1 1 Line geometry ' Frank Glazewski - Architect Date 1/9/02 1370 Ridgewood Drive Suite 10 Chico, California 95973 ' Tel (530) 343-4630 ' Shearwall summary - Line geometry Description Bo as residence Page 1 Level Main —1 Segment Desc. Wall Line V1 V1 V2 Q V3 Opening ! 3.06 0.08 ; Q V4 v4 Force ' 3.00 0 3.00 y 3.00 0 3.00 y -0.252 3.50 w 3.50 y -0.503 ' 3.00 0 3.00 y 0.027 3.00 w 3.00 y -0.224 5.50 0 5.50 y 0.231 ' 3.00 w 3.00 y -0.231 3.00 0 3.00 y 0.224 3.50 w 3.50 y -0.027 3.00 0 3.00 y 0.503 3.00 0 3.00 y 0.252. ' 0.000 0.000 0.000 ' 0.000 0.000 0.000 ' 0.000 0.000 0.000 ' 0.000 0.000 0.000 ' 0.000 0.000 0.000 ' Total lengths 13.00 23.50 Maximum collector force 0.503 kips % 16d nail good for 1 0.115 kips/each Splice 4 16d nails 1/ Page 1 Is Stability details Frank Glazewski - Architect Date 1/9/02 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Shearwall summary - Wall stability Description 16o as residence Level Main Line v 0.235 kips/ft Assembly dead loads: Design controlled by: Roof Seismic Floor KO.O14ksf ksf Dead load reduction factor: Wall ksf 0.900 i Shearwall Dead load trib. Lengths CM CU1 `° o 1 0 x �- I° »� E g o a) o' x Holdown a� j J i 2 Lt. I O v �, _ _ o IL 3.00,8.00 9.00 9.00 0.216 6.4 0.9 2.50 2.23 2.23 HTT16/2-2x6 3.50 / 9.00 9.00 9.00 0.216 7.41 1.19 3.00 2.11 2.11 HTT16/2-2x6 Page 1 Wall line analysis ' Frank Glazewski - Architect Date 119102 1370 Ridgewood Drive Suite 10 Chico, California 95973 ' Tel (530) 343-4630 1 Description Bodas residence ' Level Main Line P lateral 2.760 kips lot -0; Total wall length 11.330 feet 1 , Wall framing species HF I • Shearwall Description Mark v cap ' Side 1 ; 3/8" cdx plywood with 8d nails at 4", 12" o.c. jvj 2 0.312 kips/ft Side 2 1 None 13 0.000 kips/ft ' Shearwall v 0.244 kips/ft Oki v allow 0.312 kips/ft If user -defined SW used; ' Description j v allow (. 0.000 kips/ft Sill nailing ❑ Applicable? 0.134 = 0.550 feet 16d sinker good for 0.134 kips/each 0.244 ' Anchor bolts Q Applicable? Design v 0.244 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? ' 0.730 = 2.997 feet 0.244 112" dia. good for ;Z 0.730 kips/each ni ches o c:_max o Blocking/top plate 0 Applicable? Connector A35 0.450 kips/each ' Length of attachment 50.00 feet / Design v 0.055 kips/ft ✓ ' ;Connectors= .48 rel chesao coma Connectors at rim joist to mudsilUcripple wall top plate ❑ Applicable? v 0.244 kips/ft �A35,atnchesoc mc` .�., Page 1 Line geometry Frank Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Shearwall summary - Line geometry Description , Bo residence Date 1/9/02 Level Main Line 0 V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening ! 2:76' 0.05 1 Force 7.50 0 7.50 y 10.00 0/10.00 y -0.411 6.33 w 6.33/ y -0.960 6.00 0 6.00 y 0.235 5.00 w 5.00 y -0.094 15.50 0 15.50 y 0.850 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 11.33 39.00 / Maximum collector force 0.960 kips ✓ 16d nail good for 0.115 kips/each Splice 8 16d nails Page 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Frank Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Shearwall summary - Wall stabiliti Description Bogas residence Level Main Line Assembly dead loads: Roof 0.014 ksf Floor 0.011 Jksf Wall 0.010 ksf Shearwall ; Dead load trib. Lengths I Stability details v 0.244 kips/ft Design controlled by: Seismic Dead load reduction factor: 0.900 Date 1/9/02 0.090 10.96 1.01 4.50 2.23 TT16/2-2x6 2.23 HTT16/2-2x6 Page 1 12? 1� t rn Y{ Y �L I o o a�Qa) s o 0 D• II 0 i s Holdown 6.3 30 9.00 I I a 5.00 9.00 0.090 13.9 1.6 5.83 2.13 9.00 213 H 0.090 10.96 1.01 4.50 2.23 TT16/2-2x6 2.23 HTT16/2-2x6 Page 1 tWall line analysis ' Frank Glazewski - Architect Date 1/9/02 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Description Borjas residence v allow 0.312 kips/ft ' Level I Main I Line E+F P lateral 2.290 kips ' Description v allow i 0.000 kips/ft Total wall length 10.000 /feet Wall framing species HF Shearwall ' 0.134 = 0.585 feet 16d sinker good for 0.134. kips/each Description Mark v cap ' Side 1 3/8" cdx plywood with 8d nails at 4", 12" o.c. 2 0.312 kips/ft Side 2 None 13 0.000 kips/ft ' Shearwall v 0.229 kips/ft Oki v allow 0.312 kips/ft If user -defined SW used; ' Description v allow i 0.000 kips/ft Sill nailing ❑ Applicable? ' 0.134 = 0.585 feet 16d sinker good for 0.134. kips/each 0.229 1'6tl nails at �7 16 inches`o.c:,at SW'. Anchor bolts Q Applicable? Design v 0.229 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 3.188 feet 0.229 , 112" dia. good for 32 0.730 kips/each X112" dla:at, '-.32 ,:. inches''o.c: max �- Blocking/top plate Q Applicable? Connector I A35 0.450 kips/each ' Length of attachment 24.00 feet Design v 0.095 kips/ft yConnectR; x ;.4 >inches°o.c: maxi r. Connectors at rim joist to mudsill/cripple wall top plate ❑ Applicable? v 0.229 kips/ft A35 at `',0inches o c:° maxim t ' Page 1 2O Line geometry ' Frank Glazewski - Architect Date 1/9/02 1370 Ridgewood Drive Suite 10 Chico, California 95973 ' Tel (530) 343-4630 ' Shearwall summary - Line geometry Description Borjas residence ' Level Main I Line E+FI V1 v1 V2 v2 V3 Segment Desc. Wall Opening ` 2.29 0.03 ! ' v3 V4 v4 I Force 4.00 0 4.00 y ' 3.00 0 3.00 y -0.127 5.00 w 5.00 y -0.223 ' 2.00 0 / 2.00 y 0.763 5.00 w 5.00 y 0.700 2.00 0 2.00 y 1.686 ' 3.00 o 3.00 y 1.622cs i (o ° 23.00 0 23.00 y 1.527 12.00 0 12.00 y 0.795 13.00 0 13.00 y 0.413 0.000 0.000 ' 0.000 0.000 0.000 ' 0.000 0.000 0.000 ' 0.000 0.000 0.000 ' 0.000 0.000 0.000 ' 0.000 0.000 ' Total lengths 10.00 62.00 / Maximum collector force 1:686 kips 16d nail good for 0.115 kips/each Splice 15 16d nails 1 Page 1 1 Stability details a Frank Glazewski - Architect Date 1/9/02 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Shearwall summary - Wall stability Description Bodas residence Level Main Line E+F v 0.229 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Seismic Floor 0.011 ' ksf Dead load reduction factor: Wall 0.010 ksf 0.900 Shearwall. Dead load trib. Lengths U O �? CU o ra 2 Holdown o � o v CD v 0 Q � F— ~ d �e ca S.UU - U.UU U.UU 1.UU U.1 U4 1U.3 1.2 4.50 2.06 Page 1 2.06 HTT16/2-2x6 W�,- 2( TZ Wall line analysis Frank Glazewski - Architect Date 1/9/02 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Description Boijas residence Level Main —�� Line 1+2+3 Plateral 3.920 kips Total wall length 13.330 feet Wall framing species HF • Shearwall 1-11 Description Mark v cap ' Side 1 3/8" cdx plywood with 8d nails at 4", 12" ox 2 0.312 kips/ft Side 2 None 13 0.000 kips/ft Shearwall v 0.294 kips/ft Oki v allow 0.312 kips/ft If user -defined SW used; Description v allow 0.000 ' kips/ft Sill nailing ❑ Applicable? 0.134 = 0.456 feet 16d sinker good for 0.134 kips/each 0.2941'6d nails at _ _ .16inches o.c:.at SW Anchor bolts 2 Applicable? Design v 0.294 kips/ft [:13 x Sill plate? ❑ Double anchor bolts? 0.730 = 2.482 feet 0.294 1/2" dia. good for 0.730 kips/each TMinches:o�c: max : tilocKing/top plate LJ Applicable? Connector 1835 1 0.450 kips/each ' Length of attachment 13.33 feet Design v 0.294 kips/ft Connectors 18 _finches o ;max._ , Connectors at rim joist to mudsill/cripple wall top plate ❑ Applicable? ' v 0.294 kips/ft 0,; nches:o.c: max. - Page 1 Line geometry Frank Glazewski - Architect Date 1/9/02 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Shearwall summary - Line geometry Description Bo as residence Level I Main Line 1+2+3 V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening i 3.92. 0.10 6 1 ; 1 1 1 Force 6.00 0 6.00 y 7.00 w 7.00 y 10.00 0 10.00 y 6.33 w 6.33 y 8.50 0 8.50 y Total lengths 13.33 Maximum collector force 16d nail good for 24.50 0.881 kips 0.115 kips/each Page 1 Splice 8 16d nails -0.622 0.711 -0.325 0.881 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Stability details Frank Glazewski - Architect Date 1/9/02 1370 Ridgewood Drive Suite 10 Chico, California 95.973 IE c�i CL) o N Tel (530) 343-4630 co N Shearwall summary - Wall stability H Y C Description Bodas residence ,� > (D ! Holdown j o o Level FM—ain7 Line 1+2+3 v 0.294 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 k s f Wind Floor 10.011 Iksf Dead load reduction factor: Wall 10.010 ksf 0.667 Shearwall I Dead load trib. Lenaths to iu ! v v v IE c�i CL) o N E Y' Y co N n Y H Y C v 'a 3 ,� x ,� > (D ! Holdown a� I= o o o wWi Qi - a) �, t.UU 9.uu 9.uu 6.33 9.00 9.00 0.090 18.5 1.5 6.50 2.70 0.090 16.75 1.20 5.83 2.74 Page 1 2.70 HTT16/2-2x6 / 2.74 HTT16/2-2x6 ✓✓✓ 29 ' Wall line analysis ' Frank Glazewski - Architect Date 1/9/02 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Description Borjas residence ' Level Main ine ® P lateral 3.810 kips Total wall length 11.500 feet Wall framing species HF Shearwall ' Description Mark v cap Side 1 3/8" cdx plywood with 8d nails at 3°, 12- o.c. 3 0.402 kips/ft Side 2 None 13 0.000 kips/ft Shearwall v 0.331 kips/ft Ok! v allow 0.402 kips/ft If user -defined SW used; Description v allow 0.000 kips/ft Sill nailing ❑ Applicable? 0.134 = 0.404 feet 16d sinker good for 0.134. kips/each 0.331 16d nails atw' =16 os c to SW Anchor bolts ❑✓ Applicable? Design v 0.331 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 2.203 feet 0.331 1/2" dia. good for Zy" 0.730 kips/each inc hes;o:c Amax r y Applicable? Connector I A35 0 450 kips/each Length of attachment 11.50 1 feet Design v 0.331 kips/ft _ Connectors r'~ .1&ri� n o:amax ' Connectors at rim joist to mudsill/cripple wall top plate ❑ Applicable? v 0.331 kips/ft A35 at_ , Q" .orches o c .maz °mom Page 1 ZS Z' Line geometry Frank Glazewski - Architect Date 1/9/02 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Shearwall summary - Line geometry Description Borjas residence Level Main Line V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall 0 ening : 3.81 0.08 Force 6.50 0 6.50 y 11.50 w 11.50 y -0.495 20.00 0 20.00 y 2.438 12.00 0 12.00 y 0.914 Total lengths 11.50 38.50 Maximum collector force 2.438 kips 16d nail good for 0.115 kips/each Splice 16d nails -M i'j/ I +U-IVI, Page 1 Stability details Frank Glazewski - Architect Date 1/9/02 1370 Ridgewood Drive Suite 10 U Chico, California 95973 $ Tel (530) 3434630 Shearwall summary - Wall stability Description Bodas residence Holdown t o g Level Main Line 4.000 v 0.331 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Wind Floor 0.011 ksf Dead load reduction factor. Wall 0.010 i ksf 0.667 F- J a_ ;Shearwall !Dead load trib. Lengths to U I $ 0 Holdown t o g O �I .x a):' ° I> oc 0 LL i n F- F- J a_ / -I 1.5U ' V.UU V.UU U.U9U 34.3 4.0 1 MU 2.88 2.88 HTT1612-2x6 v Page 1 21 - o ?:>7- 4 0 - 0 71 14q&Vs CD CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Gary Borjas Residence Date..05/13/02 15:52:58 Project Address........ Lot 13 - Durham Land Ests******* Durham, CA *v6.01* Documentation Author... Robert Heaton ******* Bulling $ermit # Robert B. Heaton Architect 4284 Keith Lane Plan Check / Date Chico, CA 95973 530-343-8038 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-BORJAS Wth-CTZ11S92 Program -FORM CF -1R User#-MP1902 User -Robert B. Heaton Architec Run-BORJAS GENERAL INFORMATION Conditioned Floor Area..... 2250 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 13.4 % of floor area Average Glazing U -factor... 0.4 Btu/hr-sf-F Average Glazing SHGC....... 0.35 Average Ceiling Height..... 9.3 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-21 R-0 R-21 0.057 Garage Wall Corner Wall Roof Wood R-38 R-0 R-38 0.024 Attic Door None R-0 R-0 R-0 0.330 Solid Wood S1abEdge None R-0 R-0 F2=0.760 To Outside SlabEdge None R-0 R-0 F2=0.510 To Garage FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (S) 15.0 0.400 0.350 Standard Standard Yes Window Front (S) 15.0 0.400 0.350 Standard Standard Yes Window Front (S) 7.0 0.400 0.350 Standard Standard Yes Window Front (S) 7.0 0.400 0.350 Standard Standard Yes Window Front (S) 15.0 0.400 0.350 Standard Standard Yes Window Front (S) 15-.0 0.400 0.350%,an,Standard Yes Window Front (S) 9.0 0.400 0.350Aida Standard Yes Window Left (W) 20.0 0.400 0.35('�S , Standard None Window Left (W) 6.0 0.400 0.350 Sr tandard None Door Back (N) 9.0 0.400 0.350 Stan": dards` None Window Back (N) 10.0 0.400 0.350 Standar '°�J4: y dam� None Window Back (N) 10.0 0.400 0.350 Standard ard�`' None Window Back (N) 16.0 0.400 0.350 Standard �Srd Yes Door Back (N) 40.0 0.400 0.350 Standard �'""`Sancard Yes Window Back (N) 20.0 0.400 0.350 Standard Standard None Door Right (E) 40.0 0.400 0.350 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Gary Borjas Residence Date..05/13/02 15:52:58 Orientation Window Right (E) Window . Right (E) Window Right (SE) Window Front (SW) Equipment Type Furnace ACSplit WATER HEATING SYSTEMS Number in Energy Tank Type Heater Type Distribution Type System Factor Water Heater to meet minimum CEC Standards 5� S� Y11-1 DI REMARKS s Tank External Size Insulation (gal) R -value CD FENESTRATION Tested ACCA Minimum Over - Area U- Interior Exterior hang/ (sf) Factor SHGC Shading Shading Fins 20.0 0.400 0.350 Standard Standard None 4.0 0.400 0.350 Standard Standard None 12.0 0.400 0.350 Standard Standard Yes 12.0 0.400 0.350 Standard Standard Yes SLAB SURFACES Area Slab Type (sf) Standard Slab 2250 HVAC SYSTEMS WATER HEATING SYSTEMS Number in Energy Tank Type Heater Type Distribution Type System Factor Water Heater to meet minimum CEC Standards 5� S� Y11-1 DI REMARKS s Tank External Size Insulation (gal) R -value CD Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Thermostat Efficiency Airflow Location R -value Leakage D Type 0.800 AFUE n/a Attic R-4.2 No No Setback 12.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number in Energy Tank Type Heater Type Distribution Type System Factor Water Heater to meet minimum CEC Standards 5� S� Y11-1 DI REMARKS s Tank External Size Insulation (gal) R -value CD CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Gary Borjas Residence Date..05/13/02 15:52:58 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. when this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Robert B. Heaton Company. Architect Address. 2044 Palm Avenue Chico, CA 95926-2356 Phone... (530) 343-8038 License./192, Signed. /3 (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Robert Heaton Company. Robert B. Heaton Architect Address. 4284 Keith Lane Chico, CA 95973 Phone... 530-343-8038 Signed.. ��..:/� • �� MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Gary Borjas Residence Date..05/13/02 15:52:58 Project Address........ Lot 13 - Durham Land Ests******* Durham, CA *v6.01* Documentation Author... Robert Heaton ******* Building Permit # Robert B. Heaton Architect 4284 Keith Lane Plan Check / Date Chico, CA 95973 530-343-8038 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-BORJAS Wth-CTZ11S92 Program -FORM MF -1R User#-MP1902 User -Robert B. Heaton Architec Run-BORJAS Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er„ �Q ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or .equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. 2- (2--(2 - (1'(2 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Gary Borjas Residence Date..05/13/02 15:52:58 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and / faucets certified by the Commission. I/ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or / cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely ; in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 780W thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. IV/ 115: Gas-fired central furnaces, pool heaters, spa heaters or �— household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... Gary Borjas Residence Date..05/13/02 15:52:58 LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Project Address........ Documentation Author... Climate Zone........... Compliance Method...... Gary Borjas Residence Date..05/13/02 15:52:58 Lot 13 - Durham Land Ests******* Durham, CA *v6.01* Robert Heaton ******* Robert B. Heaton Architect 4284 Reith Lane Chico, CA 95973 530-343-8038 11 Building Permit # Plan Check / Date Field Check/ Date MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-BORJAS Wth-CTZ11S92 Program -FORM C -2R User#-MP1902 User -Robert B. Heaton Architec Run-BORJAS Zone Type HOUSE Residence Energy Use (kBtu/sf-yr) MICROPAS6 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating.......... 19.70 18.27 1.43 Space Cooling.......... 10.29 10.71 -0.42 Water Heating.......... 12.13 12.13 0.00 Height Total 42.12 41.11 1.01 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2250 sf Single Family Detached New Front Facing 180 deg (S) 1 1 FullYear Slab On Grade 1 20874 cf 2250 sf 13.4 0 of floor area 0.4 Btu/hr-sf-F 0.35 9.3 ft N BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 2250 20874 1.00 Yes Setback 0.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Gary Borjas Residence Date..05/13/02 15:52:58 OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 45 0.057 21 180 90 Yes W.21.2X6.16 2 Wall 245 0.057 21 180 90 Yes W.21.2X6.16 3 Wall 72 0.057 21 180 90 Yes W.21.2X6.16 4 Wall 105 0.057 21 180 90 No W.21.2X6.16 Garage Wall 5 Wall 79 0.057 21 180 90 No W.21.2X6.16 Garage Wall 6 Wall 9 0.057 21 180 90 Yes W.21.2X6.16 7 Wall 63 0.057 21 270 90 Yes W.21.2X6.16 8 Wall 165 0.057 21 270 90 No W.21.2X6.16 Garage Wall 9 Wall 54 0.057 21 270 90 Yes W.21.2X6.16 10 Wall 112 0.057 21 270 90 Yes W.21.2X6.16 11 Wall 5 0.057 21 270 90 Yes W.21.2X6.16 12 Wall 126 0.057 21 270 90 Yes W.21.2X6.16 13 Wall 187 0.057 21 0 90 Yes W.21.2X6.16 14 Wall 23 0.057 21 0 90 Yes W.21.2X6.16 15 Wall 29 0.057 21 0 90 Yes W.21.2X6.16 16 Wall 158 0.057 21 0 90 Yes W.21.2X6.16 17 Wall 77 0.057 21 0 90 Yes W.21.2X6.16 18 Wall 3 0.057 21 0 90 Yes W.21.2X6.16 19 Wall 68 0.057 21 90 90 Yes W.21.2X6.16 20 Wall 5 0.057 21 90 90 Yes W.21.2X6.16 21 Wall 126 0.057 21 90 90 Yes W.21.2X6.16 22 Wall 201 0.057 21 90 90 Yes W.21.2X6.16 23 Wall 63 0.057 21 90 90 Yes W.21.2X6.16 24 `Wall 20 0.057 21 90 90 No W.21.2X6.16 Garage Wall 25 Wall 27 0.057 21 45 90 No W.21.2X6.16 Garage Wall 26 Wall 43 0.057 21 225 90 Yes W.21.2X6.16 Corner Wall 27 Wall 21 0.057 21 135 90 Yes W.21.2X6.16 Corner Wall 28 Wall 21 0.057 21 225 90 Yes W.21.2X6.16 Corner Wall 29 Roof 2250 0.024 0 n/a 0 Yes R.38.2X4.24 Attic 30 Door 20 0.330 0 180 90 Yes None Solid Wood 31 Door 20 0.330 0 270 90 No None Solid Wood 32 Door 20 0.330 0 225 90 Yes None Solid Wood PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 33 S1abEdge 136 0.760 R-0 No To Outside 34 S1abEdge 46 0.510 R-0 No To Garage FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (S) 15.0 0.400 0.350 180 90 Standard/0.76 Standard/0.68 2 Window Front (S) 15.0 0.400 0.350 180 90 Standard/0.76 Standard/0.6'8 3 Window Front (S) 7.0 0.400 0.350 180 90 Standard/ Oy76 Standard/0.68 4 Window Front (S) 7.0 0.400 0.350 180 90 Standard%6.76 Standard/0.68 5 Window Front (S) 15.0 0.400 0.350 180 90 Standdii/0.76 Standard/0.68 6 Window Front (S) 15.0 0.400 0.350 180 90 Standard/0.76 Standard/0.68 7 Window Front (S) 9.0 0.400 0.350 180 90 Standard/0.76 Standard/0.68 8 Window Left (W) 20.0 0.400 0.350 270 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Gary Borjas Residence Date..05/13/02 15:52:58 Orientation FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 9 Window Left (W) 6.0 0.400 0.350 270 90 Standard/0.76 Standard/0.68 10 Door Back (N) 9.0 0.400 0.350 0 90 Standard/0.76 Standard/0.68 11 Window Back (N) 10.0 0.400 0.350 0 90 Standard/0.76 Standard/0.68 12 Window Back (N) 10.0 0.400 0.350 0 90 Standard/0.76 Standard/0.68 13 Window Back (N) 16.0 0.400 0.350 0 90 Standard/0.76 Standard/0.68 14 Door Back (N) 40.0 0.400 0.350 0 90 Standard/0.76 Standard/0:68 15 Window Back (N) 20.0 0.400 0.350 0 90 Standard/0.76 Standard/0.68 16 Door Right (E) 40.0 0.400 0.350 90 90 Standard/0.76 Standard/0.68 17 Window Right (E) 20.0 0.400 0.350 90 90 Standard/0.76 Standard/0.68 18 Window Right (E) 4.0 0.400 0.350 90 90 Standard/0.76 Standard/0.68 19 Window Right (SE) 12.0 0.400 0.350 135 90 Standard/0.76 Standard/0.68 20 Window Front (SW) 12.0 0.400 0.350 225 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 15.0 3.0 5.0 8.5 0.5 31.0 3.0 n/a n/a n/a n/a n/a n/a 2 Window 15.0 3.0 5.0 8.5 0.5 24.5 9.5 n/a n/a n/a n/a n/a n/a 3 Window 7.0 1.0 6.0 8.5 0.5 28.5 16.0 n/a n/a n/a n/a n/a n/a 4 Window 7.0 1.0 6.0 8.5 0.5 16.0 28.5 n/a n/a n/a n/a n/a n/a 5'Wind6w 15.0 3.0 5.0 8.5 0.5 9.5 24.5 n/a n/a n/a n/a n/a n/a 6 Window 15.0 3.0 5.0 8.5 0.5 3.0 31.0 n/a n/a n/a n/a n/a n/a 7 Window 9.0 3.0 3.0 2.0 1.5 3.0 3.0 3.0 5.0 9.0 3.0 7.0 9.0 13 Window 16.0 4.0 4.0 22.5 0.5 20.5 10.5 n/a n/a n/a n/a n/a n/a 14 Door 40.0 6.0 6.7 11.5 0.5 5.0 24.0 5.0 14.0 9.0 n/a n/a n/a 16 Door 40.0 6.0 6.7 25.5 0.5 7.0 6.0 n/a n/a n/a n/a n/a n/a 19 Window 12.0 3.0 4.0 20.0 0.5 7.0 16.0 n/a n/a n/a n/a n/a n/a 20 Window 12.0 3.0 4.0 13.0 0.5 18.0 15.0 n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 2250 HVAC SYSTEMS Refrigerant Tested ACOA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 12.00 SEER No Attic R-4.2 No NO 0.645 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title ...... ....'Gary Borjas Residence Date..05/13/02 15:52:58 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Water Heater to meet minimum CEC Standards REMARKS HVAC SIZING Page 1 HVAC Project Title.......... Gary Borjas Residence Date..05/13/02 15:52:58 ******* Project Address........ Lot 13 - Durham Land Ests Durham; CA *v6.01* Documentation Author... Robert Heaton ******* Robert B. Heaton Architect 4284 Keith Lane • Chico, CA 95973 530-343-8038 Climate Zone 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-BORJAS Wth-CTZ11S92 Program -HVAC SIZING User#-MP1902 User -Robert B. Heaton Architec Run-BORJAS GENERAL INFORMATION Floor Area ................. Volume .. ..... ............ Front Orientation.......... Sizing Location............ Latitude .......... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2250 sf 20874 cf Front Facing CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes No Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Description (Btuh) Opaque Conduction and Solar...... 13878 Glazing Conduction ............... 5194 Glazing Solar .................... n/a Infiltration ..................... 13200 Internal Gain .................... n/a Ducts ............................ 3227 Sensible Load .................... 35499 Latent Load ...................... n/a Minimum Total Load . 35499 180 deg (S) Cooling (Btuh) 5294 2899 2932 4337 2550 1801 19814 3963 23777 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is -the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. . SE 1/4 SEC -257.21N. RAE & PTN. SW 1/4 SEC. 30 T.21 N. R.2E. M.D.B.&M. (DURHAM NELSON ROAD) O 22 35 31Ac --------- O 37 36 49 39 O 33 O 32 O 31 O 0. 45 O 44 O 42 O 46 O 48 O 47 O 0 . 36Ac 32Ac . 32Ac.. 30Ac Q . 42Ac .3 lAc. . 31 Ac. o b qr520,01 97.68. 85.00 85.00 85.00 85.00 85.00 85.00 115.00 65.00 85.00 85.00 1 85.00 85.00 20 225.08 228.47 149.13 189.61 174.97 175.49 3 20 1.08Ac 1.11 Ac 1.15Ac .84Ac .87Ac N .96Ac o c 19 8 Z 3 ! 0 4 12 5 0 6 114. COR. 19 g 1 2 18 50 05 51 52 53 54 U55930ACP 178.84 166.97 13127 12667 9 z -Aa o METZGER COURT SARAH ANN COURT 125.51 17 8 ,� 180.18 179.12 121.56 125.33 F � 61 56 Z O16 16 8 12 0 60 11 10 (5jD9V 58 N D57 O 1.10Ac .83Ac � .73Ac g N 7 N 15 0 230.17 228.48 198.69 °fo 9 8 8 a 15 8 230.43. 228.50 N 73Ac .89Ac .98Ac o O30Ac. - 23 -lo - - - m ` 13 0 22 = 142.01 174.99 175.51 a 54 N 14 14 g g 82 0(64 a g P _ 25 1.ODAc O13 0 1.01 Ac 1.01 Ac 1 00A Q ' c -)N . 13 317.00 26 182.76 178.70 198.67 Q 142.01 174.99 z0 12 12 8 14 21 n 24 28 27 h ao 0 11 ,3WI O 1.04Ac 1.01Ac .1.02AC 1.02Ac 1.04Ac 1.53Ac --- Q 10 a 205:12 198.49 198.67 ------- 10 8 = 20 122.46 111.56 c o tso.00 15 N o 75 a 80 19S e BREMNER CT 1zss1 S cn 9 9 s Oi30.00 8 1.00Ac 1.04Ac 1.0 121.56 109.96 �s A? Lot A DAYTON PETERSON ne.s3 n8.2z DURHAM 1A1eY 29 30 N ESTATES DR 8 = * I O 8 0 172.34 84 8 .3DAC� 16 17 213.31 179.12 N 7 0 N 8 7 N A 18 1 01 Ac 1.02Ac 99Ac O 7 7 8 76 1.16Ac $ 77 1.04AcT 78 142.01 174.99 175.51 O DURHAM LAND ESTATES 3 1.04Ac DURHAM LAND. ESTA PH 4 O6 240.01 228.90 198.67 33 32 31 9 6 241.51 224.70 199.97. U In ., 36 35 34 � 90 89 a 88 a 5 82 93 $ 92 91 N N v O 1.05Ac 106.00Ac 1.07Ac 1.00Ac 1.04Ac 1.0OAc O4 8 202.24 179.52 122.46 126.67 30Ac ° 1s7.as LA. ROSE - COURT 125.51 U O3 $ 86.51 173.24 173.99 172.02 125.33 3 c .43 37 38, 39 40 41 42 m O30Ac ° N 94 a 95 N 96 97V (i8 N. 99 100 1.03Ac 1.06Ac 1.01 Ac 1.01 Ac 1.02Ac 1.01 Ac 1.02Ac 10.21 143.91 211.50 1 173.24 173.99 172.02 174.99 175.51 TRACY SUBDMSION REC. 9-21-63 IN 30 M.O.R. 50 DURHAM LAND ESTATES PH. ifl, 151 M.O.R. 71, 4-26-2001, LOTS 1/12, W URHAM LAND ESTATES PH. #2 152 M.O.R. 29/32 7-31-2001 LOTS 23/30 DURHAM LAND ESTATES PH. 3 152 M.O.R. 79/81 10=30-2001 LOIS 13/22 DURHAM LAND ESTATES PH. #4 154 M.O.R. 35/37 6-18-02/ST 37RS53 HOLLAND AVE. C. L. C.A. CONTRACT 25 50.88Ac 251 39 '46 0 0 cv r. 31 R. 2E 36 RJE. Butte County Assessor's Book 39, Page 46 01 - NOTE: These parcels are for assessment p1 only and may not constitute legal pare CREATED BY PS CREATED ON 6-1 -2001 REVISED BY SDT REVISED ON 10-2 -2002 EFFECTNE 2003-0 ROLL Compiled By The Butte County Assessor's Office 24 � E 1/2 OF SE MITCHELL'S GARAGES * STORAGE BUILDINGS COMPLETE PACKAGES TOTALLY BUILT OR MATERIALS ONLY PHONE- (530)84G-4409 OR G82-6232 OWNER: JERRY MITCHELL 24'X* 30'GARAGff- PACKAGE OWNERS: GARY BROJA5 9340 PETERSON ESTATES DR. DURHAM, CA PHONE# 8G4-5818 DESIGNER: KEEN DE51GN 1 240 HWY 99, GRIDLEY, CA PHONE# 844-2022 OWNER: MARLON KEEN : BUTTE COUNTY .3UIL.MNG DIVISON e itchell Mitchell'sIIding Materials Warehouse '• Box 1038 %k71-idley, CA 95948-1038 (530) 846-4409 ,I is 0 A 9 5 4'/A 30' OLM EFFICIENCY LIGHTING(aerm installed luminaries): Section 150 KITCHEN - High efficacy OR up to 50% of the total wattage can be low efficacy All high efficacy and low efficacy lighting must be switched separately BATHROOM - High efficacy OR manual -on occupancy sensor GARAGE - High efficacy OR manual -on occupancy sensor LAUNDRY ROOM - High efficacy OR manual -on occupancy sensor UTILITY ROOM - High efficacy OR manual -on occupancy sensor ALL OTHER INTERIOR ROOMS (Except closets < 70 sqr ft) - High efficacy OR manual -on occupancy sensor OR dimmer OURDOOR LIGHTING ATTACHED TO BUILDINGS - High efficacy OR controlled by motion sensor w/manual-on/automatic off switch AND photo control Ir- $r4 J CruAt 1S P4'04) �r psi w,fs, G I cc,rt,tG,v' NEW GARAGE 720 5/F PROVIDE GLULAM CERTIFICATE AT TIME OF FRAME INSPECTION TO FIELD INSPECTOR 3068 G PANNEL METAL 3-1/2" X 1 2" .BIG BEAM 2. 1 E 3000E I G X7 SECTIONAL DOOR 30' 4X 12 N W 5 T11 0 FLOOR PLAN 1/411 1 1011 * 4" THICK SLAB * 12" X 12" FOOTING *GXGX IOX IOREMESH * 112" REBAR 2 RUNS OWNERS: GARY 5ORJA5 9340 PETER5ON ESTATES DR. DURHAM, CA 95938 HOME:8G4-88 18 BRACE WALL PANELS TO BE 4'X8'X7/1G"-8"O.C. 1/211 x 10" ANCHOR BOLTS G' O.C. W/ 2"X2"X3/ 1 G" 5Q. WA5HER5, 12" FROM ENDS AND JOINT5 OR U5E 51MP50N MAS FOUNDATION ANCHORS. UTTE CC) y SUIL®INC 7)!,\jjS0Cjr, * 8' WALL5 APP VE *30 YR. DEMENTIONAL COMP. 5HINGLE5 W/ RIDGE CAP5 / 5LATE COLOR * 4' x 5'x 7/1 G" 8" O.C. LP SMART PANEL 51DING 3rf /o\ * 4:12 ATTIC TRU55E5 * 2' OVERHANG 2X4 @ I G" O.C. WALL5 LANDING AT EXTERIOR DOORS SHALL COMPLY derC ell WITH CBC SECTIONS Mttche!!'s Buil Materials Warehouse 1 003.3 & 1 003.3. 1 .7Crid�� O' D 38 . y, CA 95948-1038 (530) 846-4409 ATTIC TRUSSES @ 24" O.0 SIMPSON H-2.5 OR EQ. @ EACH TRUSS TO TOP PLATE 2X4 TRIMMER TYP -- BRACE WALL PANELS TO BE 4'X8'X7/IGil -8"O.C. LP SMART PANNEL 51DING 2X4 P.T. SILL PLATE 4 4X12 4X12 a' 30 YR. DEMENTIONAL COMP O/ 150 3 G" FELT O/ 7/6' OSB STAGGERED * NAILED W/ 8d@ G:G: 12 2X4 BLOCKING B.N. W/ 8d @ G" O.C. —DBL. T.P. OVERLAP @ CORNERS 2X4 FLAT CORNERS ��-D.F. #2 2X4@11 G" O.C. 1 /2" X 10" ANCHOR BOLT 7" EMBEDMENT @ G' O.C. 12" FROM ENDS t- JOINTS IN/ 2" 5Q, X 3/1 G" THICK STEEL PLATE WA5HER5 @ EACH BOLT DRILL SILL PLATE HOLES TO 5/8" SIDING NAILING: 8d HD GALV. Gil CORNERS, Gil JOINTS, 12 FIELD FIN. GRADE 2" SELF COMPACTING AGREGATE BASE SHEARWALL/ ROOF NAILING: 8d HD GALV. G"EDGES, G" BOUNDKY * 12" FIELD TYPICAL SECTION: EDAM I NG 4" CONCRETE SLAB 2500 PSI SCALE: 114"= 1 '-0" * 8' WALLS 2X4 5TUD5 @ I G" O.C. P.T.D.F. #2 2X4 51LL 1/2 "0 X 10" FDT BOLT @ G' O.C. � a FILL #4 REBAR N Fc=2500 psi -.42" MIN. FOUNDATION DETAIL SCALE:. I "= P-0" d< a 28 DAYS S Jerry ' e Mitchell's Buildi terials Warehouse Gridley, CA 95948-1038 (530) 846-44.09 7/1 G" 05D SHEETING bd @ G -G: 12 (530) 846-4409 arehouse 7/1 G" 05E3 SHEETING STAGGERED NAILED W/ 8d G:G: 12 W/ 15# 3G" FELT 30 YR. DEMENTIONAL SHINGLES BRACE WALL PANELS TO BE E/ 4'X8'X7/IG"-8"O.C. LP SMART PANNEL 51DING Q %G' Z -BAR I X3 TRIM PRIMED 2XG FASCIA BARGE BOARD —y--� 2' TYP . —I-�- I X4 TRI M — FIN. GRADE 14" X 18" GABLE VENT ®12 7/6" Z -BAP. 14 1 X3 TRIM _......._ _ .. __.. PRIMED 2XG FASCIA BARGE BOARD 2' TYP . /—I X4 TRIM _►,..._ 1. _..t_ -1-1- o RIGHT ELEVATION SCALE: 1 /4" = 1'-0" 14" X 18" GABLE VENT 12 41 RIGHT ELEVATION SCALE: 114"= I '-0" FIN. GRADE 7/1 G" OSB SHEETING STAGGERED NAILED W/ 8d@G:G: 12 W/ 15# 30 FELT 30 YR. DEMENTIONAL SHINGLES u BRACE WALL PANELS TO �� � �� 4'X 8'X 7/1 6 -8 O:C. P� a ED c� LP SMART PANNEL SIDING J J Q �J Jerry ' Mitchell's Build' � arehous ox 1038 usridley, A 95948-1038 (530) 846-4409 7/1 G" OSB SHEETING STAGGERED NAILED W/ 8d G:G: 12 W/ 15# 3G" FELT 30 YR. DEMENTIONAL SHINGLES -,_ BRACE WALL PANELS TO BE 4'X 8'X 7/1 G" -8" O.C. LP SMART PANNEL 51DING It, FRONT ELEVATION SCALE: 1/4"= 1'-0" REAR ELEVATION SCALE: 114"= 1 '-0" 7/1 G" OSB SHEETING STAGGERED NAILED W/ 8d@G:G: 12 W/ 15# 3G" FELT 30 YR, DEMENTIONAL SHINGLES BRACE WALL PANELS TO BE 4'X8'X7/1G"-8"O.C. LP SMART PANNEL SIDING Sem A&gUTAVa See '-jorc- Py 3 BUTTE COUNT fi,rle- 2Y Jerry ' ems/'v Mitchell's Buildin ter-ia s .0. x 1038 Gridley, CA 95948-1038 (530) 846-4409 /ED PLANS AND SHALL BE ON SITE L INPECTIONS �'.�'.:6� : �2 C oo •N _ �� '861 i "_ Z_ +t - J �.e ,L�•Zo/ 0 �.y {Li A 49a Ito i1's. I a ._• -.... �- .... X,a �_ _ QI: Assessoes Parol Number: 0 �] � m �� � ®0 ©� Scale:'1 Owner Name Address 1 Phone No L-0 site Location Contac: Name .. C Phone =. tu tj IL nL .. .. .. ...; -- .. .. :. .. .. .. I vn.. .. ........ �l ..... .. .. ..y... ............. .. .. ...... .. THE 2001 CB0,.CMC, CPC, f 2004 CEC, AND 2005 CALIFORNIA ENERGY STANDARDS AS AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT. ....................... ............ .. .. ........... .. .. .. .. ju C4 OL s 3 - ' .-' BUILDING PERM�' 16 g y � "IT# _ ... ASSESSOR'S T .N PARCEL# ✓� AP PR .. .. .. .. _ . 3 .......................... 'T". ;#chill...`:.. .�►I w A�IMitchell s Blt�l g 1VF�te>r als'Warehoiase I444Q9 ................. .................(�. _.----�------0�.............. .................................................... FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Ams 4.0(r FILE COPY U$ES: .. ! .. .. + .. { /ED PLANS AND SHALL BE ON SITE L INPECTIONS �'.�'.:6� : �2 C oo •N _ �� '861 i "_ Z_ +t - J �.e ,L�•Zo/ 0 �.y {Li A 49a Ito i1's. I a ._• -.... �- .... X,a �_ _ QI: Assessoes Parol Number: 0 �] � m �� � ®0 ©� Scale:'1 Owner Name Address 1 Phone No L-0 site Location Contac: Name .. C Phone =. tu tj IL nL .. .. .. ...; -- .. .. :. .. .. .. I vn.. .. ........ �l ..... .. .. ..y... ............. .. .. ...... .. THE 2001 CB0,.CMC, CPC, f 2004 CEC, AND 2005 CALIFORNIA ENERGY STANDARDS AS AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT. ....................... ............ .. .. ........... .. .. .. .. ju C4 OL s 3 - ' .-' BUILDING PERM�' 16 g y � "IT# _ ... ASSESSOR'S T .N PARCEL# ✓� AP PR .. .. .. .. _ . 3 .......................... 'T". ;#chill...`:.. .�►I w A�IMitchell s Blt�l g 1VF�te>r als'Warehoiase I444Q9 ................. .................(�. _.----�------0�.............. .................................................... FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Ams 4.0(r FILE COPY U$ES: �TrButtlre County Department of Development Services/ Building Division o a 7 County Center Drive, Oroville CA 95965 ® (530) 538-7541 Telephone ® (530) 538-2140 Fax -� www.buttegeneralplan.net www.buttecounl)(.net/dds caUN�y Swimming Pool Requirements Based upon California Health and Safety Code Section 115920-115929, known as the Swimming Pool Safety Act When ever a building permit is issued for construction of a new swimming pool, or spa, or any building permit is issued for remodeling of an existing pool or spa, at a private, single-family home, it shall be equipped with at least one of the following seven drowning prevention safety features: 1. The pool shall be isolated from access to a home by an enclosure that contains all of the following characteristics: a. Any access gates through the enclosure open away from the swimming pool, and are self-closing with a self -latching device placed no lower than 60 inches above the ground. b. A minimum height of 60 inches. c. A maximum vertical clearance from the ground to the bottom of the enclosure of 2 inches. d. Gaps or voids, if any, do not allow the passage of a sphere equal to or greater than 4 inches in diameter e. An outside surface free of protrusions, cavities, or other physical characteristics that would serve as handholds or footholds that could enable a child below the age of 5 years to climb over. 2. The pool shall incorporate removable mesh pool fencing that meets American Society for Testing and Materials (ASTM) Specification F2286 standards in conjunction with a gate that is self-closing and self -latching and can accommodate a key lockable device. d safety pool cover that meets all the requirements of the ASTM 3. The pool shall be equipped with an approve Specification F1346. 4. The residence shall be equipped with an exit alarm on those doors providing direct access to the pool. 5. All doors providing direct access from the home to the swimming pool shall be equipped with a self-closing, self - latching device with a release mechanism placed no lower than 54 inches above the floor. 6. Swimming pool alarms that, when placed in pools, will sound upon detection of accidental or unauthorized entrance into the water. These pool alarms shall meet and be independently certified to the ASTM Standard F2208 "Standard Specification for Pool Alarms" which includes surface motion, pressure, sonar, laser and infrared type alarms. For purposes of this article, "swimming pool alarms" shall not include swimming protection alarm devices for individual use, such as attached to a child that sounds when the child exceeds a certain distance or becomes submerged in water. 7. Other means of protection, if the degree of protection afforded is equal to or greater than that afforded by any of the devices set forth above, and have been independently verified by an approved testing laboratory as meeting standards for those established by the ASTM or the American Society of Mechanical Engineers (ASME). Prior to issuance of any final approval for the completion of permitted construction or remodeling work, the local building code official shall inspect the drowning safety prevention devices required by this act and if no violations are found, shall give final approval. Whenever a building permit is issued for the construction of a new swimming pool or spa, the pool or spa shall meet all of the following requirements: 1. The suction outlet of the pool area or spa for which the permit is issued shall be equipped to provide circulation throughout the pool or spa as prescribed in paragraph 2. 2. The swimming pool or spa shall have at least 2 circulation drains per pump that Shall be hydraulically balanced and symmetrically plumbed through one or more "T" fittings, and that are separated by a distance of at least 3 feet in and dimension between the drains. 3. Suction outlets that are less than 12 inches across shall be covered with anti -entrapment grates, as specified in the ASME/ANSI Standard A 112.19.8, that cannot be removed except with the use of tools. Slots or openings in the grates or similar protective devices shall be of a shape, area, and arrangement that would prevent physical entrapment and would not pose any suction hazard to bathers. 4. Any back-up safety system that an owner of a new swimming pool or spa may choose to install in addition to the requirements set forth in this article shall meet the standards as published in the document, "Guidelines for Entrapment Hazards: Making Pools and Spas Safer", Publication Number 363, March 2005, United States Consumer Product Safety Commission. Whenever a building permit is issued for the remodel or modification of a single family home with an existing swimming pool, toddler pool or spa, the permit shall require that the suction outlet of the existing swimming pool, toddler pool or spa be upgraded so as to be equipped with an anti -entrapment cover meeting current standards of the American Society for Testing and Materials (ASTM) or the American Society of Mechanical Engineers (ASME). (Revised 3/07) ��.o�r. 1?•.Aw 0 I.4�s LE�ew -qqq VS C)P--rq 72 "COIL ffuncioxn 3080 Thorntree Drive #25 Chico, California 95973 (530) 899-8988 State Contractor License No. 833994 PLANNING DIVISION - BUILDING PLAN APPROVAL Use;'.'�5 �z Date: Y�z 1 0 Parking—1--­ Landscaping— Signator I §bI4 W im 10 20 30 40 5D GRAPMWALE ORIGINAL SCALE: i" - 30' L Assessors Parcel Number: Size (Acres) r� [ Ack'c 17 I v _hqaA. FAq g1g I Owner Name / Address I Phone No. Site Location q 7^ninn Contact: Name General Plan Phone n - W M o ju CA .1 -1 - R_7 r 7 10 20 30 40 5D GRAPMWALE ORIGINAL SCALE: i" - 30' L Assessors Parcel Number: Size (Acres) r� [ Ack'c 17 I v _hqaA. FAq g1g I Owner Name / Address I Phone No. Site Location q 7^ninn Contact: Name General Plan Phone n - ELLIS A&E SUPPLIES COMPLY WITH 2004 CALIFORNIA ELECTRICAL. CODE ARTICLE 680 I CEC 680. 2SDING SHALL BE INSTALLED AS DESCRIBED BY 2004 CEC. FIXED METAL PARTS WITHIN 5 FEET OF THE INSIDE WALL OF POOL SHALL DE BONDED TO COMMON POOL BONDING GRID An outdoor swimming pool shall be Provided with drowning features that comply with California Health and Safety Code Section 115920-115928. These features shall be installed, inspected and approved prior to plastering or filling with water. IF j' s 1 D i_ erg. o) 6tr, or &M RAMS fixAL0, �GqP POOL GENERAL SPECIFICATIONS SIZE AI' -&'X AREA 5e O DEPTH 3 TO - SHAPE rdtt m LINER WE , g, POOL CAPACITY GALS. PUMP I-AJQ MOTOR H.P. jf4dDq jSf H.P. FILTER p Sj 0 SO. FT. VACUUM LINE & SKIMMER RETURN LINE, MAIN DRAIN I SKIMMER MODEL BACKWASH LINED 440 'OF '/:" FILL LINE ) i y°( ANTI SIPHON VALVE %15 HEATER N I A SIZE BTU GASLINE BY:,o p VENTED BY: LIGHT 0 l-oe. t CLOCK ELECTRIC BY: POOLg . iCkf-s ELECTRICAL BONDING BY: SuMers POOL CLEANER PQ A S 1a CHLORINATOR JV4 fjj W BOARD — SIZE BOARD SUPPORTS pf LADDER — MODEL 14 JA water SLIDE N Color_ Hookup LOT NO. TRACT NO. BOOK—PAGE—BLOCK ESCROW CLOSE TENTATIVE DIG DATE GRADING STUB PLUMB 0 YES f,> NO (� DECK BY: �3ZQ � oo1.- RW SALESMAN t'try 5 NOTES SCALE 1/8" = 1'0" OWNER; TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION POOL AREA TO BE FENCED, BY OWNER PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY r -ro SGPtLE;- POOL OR SPA NAME o, kokxAs 0 W L ADDRESS q340' a- PL -P, 011 G e�S I N t> Etr. lsq3 ' RAISEb 0 CROSS STREETS AAM+� - EAL 91� n RES. PHONE I1+e. ".i2 'Sce&r " G - BUS. PHONE %G!4 - 6#x Cft - tqx b cr OIJ AGieStOF . I aD owx SY. DATE CK'D 9Y. DATE NOT TO SCALE DEEP "— END SHALLOW END UNLESS OTHERWISE SPECIFIED: POOL IS 3 SHALLOW TO -1 DEEP I HAVE RECEIVED A COPY OF THIS PLAN AND HEREBY APPROVE POOL AND EQUIPMENT LOCATION CUSTOMER'S SIGNATURE DATE SPA GENERAL SPECIFICATIONS 3080 SPA TYPE: MDL # DIMENSION: DEPTH: COLOR TOTAL GALLONS SPA JETS TILE HEATER: PUMP & MOTOR: AIR BLOWER: GAS LINE: PLUMBING FOR SPA: ELECTRICAL: CLOCK: EXCAVATION: DECKING MISCELLANEOUS: SOLAR GENERAL SPECIFICATIONS SO. FT. POOL SO. FT. PANEL PANEL TYPE PANEL SIZE NUMBER PANELS PLUMB RUN AUTOMATIC MANUAL THERMOMETERS BOOSTER PUMP SINGLE 0 DOUBLE O ELECTRIC BY: JOB NO. MAP BOOK NO. LEGAL DESCRIPTION 0a4- 4&Q- 072 LOT NO. TRACT NO. BOOK—PAGE—BLOCK ESCROW CLOSE TENTATIVE DIG DATE PERMIT OFFICE MGR. SALESMAN t'try 5 OWNER; TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION POOL AREA TO BE FENCED, BY OWNER PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY POOL OR SPA NAME o, kokxAs ADDRESS q340' lsq3 CROSS STREETS AAM+� RES. PHONE G - BUS. PHONE %G!4 - 3080 Thorntree Drive, Suite 25 Chico, CA 95973 (530) 899-8988 License #833994