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Home My WebLink About064-670-040' 064 670 040 F O B07-0174 064-670-040 MISCELLANEOUS Private Garage/Shop DETACHED GARAGE 12332-SQIFT�/yl'/07 6330 TOM BROWN LN f `-u PROSSER, JOHN C & SHERRON L O — — PERMIT#94-14.82 PROSSER, JOHN / e"110 TOM BROWN, MAGALIA CONT: CHRIS LAMB NEW SINGLE FAMILY M BUTTE (-'OUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-76:36 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B07-0174 Issued: 02/16/2007 Address: 6330 TOM BROWN LN Area: MAGALIA Owner: PROSSER, JOHN C & SHAPN: 064-670-040 Applicant: CUSTOM SHOP & GARAMap Page:a�C-S' Permit Type: Private Garage/Shop Description: DETACHED GARAGE 1232 SQ.FT. 1 AREA 3 Flood Zone: None SRA Area: Yes SETBACKS Front Setback: Side Setback: Rear Setback: Other Setback: Minimum Setback From Centerline of Street: ALL PLAN REVISIONS MUST BE APPROVE]) BY THE COUNTY BEFORE PROCEEDING I Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 D Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Stee l/Ho ldowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test House 404 Gas Test Yard 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping s 403 Do Not Install Floor Sheathing or Slab Until Above Signed Holdowns/Straps 122 Shearwall/B.W.P.-Interior 135 Shearwall/B.W.P.-Exterior 135 Y1 L Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 128 Z, Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 lZt Z.B. Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test ;- 702 Fire Sprinkler Final 702 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 7, I Inspection Type IVR I INSP DATE Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Swimming Pools Setbacks 132 Pool Plumbing Test 504 Gas Test 404 Pre-Gunute 506 Pool ElecBonding/Light Nitch 502 Pool Fencing/Alarms/Barriers 1 503 Pre -Plaster 507 Manufactured Homes Set acs 132 Blocking/Underpining 612 Tiedown/Foundation System 611 Site Utilities/Trench Insp. 137 Gas Test Yard 404 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: Fon FIs' - . Public Works Fina 538-7681 Fire Department/CDF 538-7111 Env. Health Final 538-7281 Sewer District Final "PROJECT FINAL. 1 801 / 710 *Project Final is a Certificate otrOccupancy for esi enna Only)/ PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspectcir Copy 1 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: 6330 TOM BROWN LN Owner: Permit NO: B07-0174 APN: 064-670-040 PROSSER, JOHN C & SHERROTS Issued Date: 02/16/2007 By KEJ Permit type: MISCELLANEOUS 6330 TOM BROWN LANE Subtype: Private Garage/Shop MAGALIA, CA 95954 Expiration Date: 02/16/2008 Description: DETACHED GARAGE 1232 SQ.FT. (538) 873-3233 Occupancy: Zoning: ARMH Contractor Applicant: Square Footage: CUSTOM SHOP & GARAGE INC CUSTOM SHOP & GARAGE I Building Garage Remdl/Addn 909B GEORGE WASHINGTON BLVD 909B GEORGE WASHINGTO1 1,232 YUBA CITY, CA 95993 YUBA CITY, CA 95993 Other Porch/Patio Total (530)674-5988 (530)674-5988 1,232 FEE INFORMATION DBEH Building Review Fee $75.70 DBF GARAGE -Wood Frame Plan Che $285.95 DBFIRE Fire Inspection (SRA) R . $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage Wood Frame $428.92 DBSMIP Residential $2.96 Total Charged: $998.93 Fees Paid: $998.93 Balance Due: $0.00 Receipt No: B1662 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 CUSTOM SHOP & GARAGE IN( 887265 / B / 11/30/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a peril to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 02/16/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). 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 Contractor's 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 Contractor's License Law.). Carrier. Policy Number. Exp. Date: ple (This section need not a comted if the permit rs or one hundred dollars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 02/16/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date provisions. X 02/16/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, 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 the issuance of this peril. I hereby acknowledge thatt is issuance of this peril does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND 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. 1 hereby certify that I am the property owner or am authorized to act on the property owner's behalf. 02/16/2007 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner ❑ Contractor OR; Agent for Owner DAgent for Contractor INSPECTOR COPY Lenders Address city State Zip COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE — V .t OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. l_ 1 n v3 .� Qct I,l Dateq, Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 :.,.:COUNTY OF BUTTE,,,___., ... ......... BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE PERMIT NO. is A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional x explanation, please contact the Building Inspector as indicated below. H i6cvviirc r vc c cw< iZISEr,2 AldlVe-ehz 1/frLi�_. ori Al (7/7k& ZZ, / G -72,4�- 013 7/I;/A,/ / 11-M / r --,q l' 12 '1-'-A /3z E Z W v Tn1Ks U Date 3 --) b o 7 Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 iq r♦ 1 1 1 1 1 1� 1 1 1'�. _ COUNTY OF BUTTE ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. L�. A routine inspection indicates that the following violations of Butte County Ordinances exist at i.t the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Yr. I 6/,/,W/ryj-�'Y1��v .C' Date — - Inspector z- REV 4/05 Phone # - / U '' FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 6330 TOM BROWN LN Owner: permit No: B07-0174 APN: 064-670-040 PROSSER, JOHN C & SHE_RRO Issued Date: 02/16/2007 By KEJ Permit type: MISCELLANEOUS 6330 TOM BROWN LANE Subtype: Private Garage/Shop MAGALIA, CA 95954 Expiration Date: 02/16/2008 Description: DETACHED GARAGE 1232 SQ.FT. (538) 873-3233 Occupancy: Zoning: ARMS Contractor Applicant: Square Footage: CUSTOM SHOP & GARAGE INC CUSTOM SHOP & GARAGE I Building Garage Remdl/Addn 909B GEORGE WASHINGTON BLVD 909B GEORGE WASHINGTOP 1,232 YUBA CITY, CA 95993 YUBA CITY, CA 95993 Other Porch/Patio Total (530) 674-5988 (530) 674-5988 1,232 FEE INFORMATION DBEH Building Review Fee $75.70 DBF GARAGE -Wood Frame Plan Che $285.95 DBFIRE Fire Inspection (SRA) R $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage Wood Frame $428.92 DBSMIP Residential $2.96 Total Charged: $998.93 Fees Paid: $998.93 Balance Due: $0.00 Receipt No: B1662 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 CUSTOM SHOP & GARAGE IN( 887265 / B / 11/30/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed to the of the Contractor's License Law (Chapter 9 Section 7000) I HEREBY AFFIRM UIQ RPE ALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with S ion'7 ) of Division 3 of the Business and Professions Code, and my license pursuant provisions (commencing with is in full force and infect. 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 02/16/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: O Cef7Por's Signs re 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 Contractor's 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: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE 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 Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section need not be competed if the permit is or one hundred dollars ($100) oress. ❑ 1 AM EXEMPT under Section B. & P.C. for this reason: �/ I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS LE J ISSUED, I shall note ploy any person in any manner so as to become subject to the Workers' Compensation Is f Ii is, and agree that if I should become subject to the workers' X 02/16/2007 compensation pr i ns action 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 02/16/2007 I hereby certify that 1 have read this application and state that theabove information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signal re 1001, Date jWVN: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 ButteCounty, its officers, agents and employees from any and all claims and liability for personal SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance ofjthipeaot. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupansidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY S FEES. County to anta mentioned property for inspection purposes. I hereby certify that I am the property o rhorized to on the prop owner's behalf. CONSTRUCTION LENDING AGENCY r/L7 2 " 02/16/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Na dof Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 21fontractor OR. Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" CONTRACTOR OWNER INFORMATION Last -Nam ,,os, r firstnl� cam// Mailin o a ro uj n City E-mail St Zip Ti S7 Phone Fax Fax E-mail State License Number CONTRACTOR Name to S oo Z / Ay Addres ,>. 2W4. k CityState Address p i Zip ;r Phone Gr O -3 17g- 6 Fax � 7 �Z9� E-mail Lic.9'; 7 7/ Class APPLICANT INFORMATION ARCH/TECTIENG/NEER Name 46��y,C C 'e Address p i r WC& / -0/6 6v Phone Fax Stg ZipCity �x�J1. /j Phone e , Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail PERMIT NO. ,3Qq—V BIN # PROJECT LOCATION //�� AP# — 70- V Property Address 6330 Dm XPVVn City WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certfcate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning FloodZone SRA Yes No Occ. Type Const. Butte County' Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-0174 Location: 6330 TOM BROWN LN Parcel Number: 064-670-040 Owner Name: PROSSER, JOHN C & SHERRON L Description: DETACHED GARAGE 1232 SQXT. Date: 01/30/2007 By: TMP Sub Type: Private Garage/Shop Phone: 530 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 resu0n revocation of grading and/or other permits or other santions provided by law. Signed: Title FILE Date: 01/30/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: O Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (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/ Reference Number: B07-0174 Date: 01/30/2007 Location: 6330 TOM BROWN LN Parcel Number: 064-670-040 Owner Name: PROSSER, JOHN C & SHERRON L Phone: 530 Description: DETACHED GARA"2 SQ.FT. Signature of Property Owner: FILE Date: 01/30/2007 O LOOMIS OFFICE G MARYSVILLE PLANT 3243 Rippey Road 5033 Feather River Blvd. f 1 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 Submittal Designed By: Date: Technical Representative: Bryan Wagner January 30, 2007 Bryan Wagner * All enclosed drawings are in alpha' numerical order Client PrOjcct Custom Shop & Garage Inc. J. Prosser Office Phone: Office Fax: 28'x44' Magalia, Ca. Site Phone: g �'�¢ `��rug �Q(i ; • Ys.� I L3.A' 5 :➢ @��A i @'6 N Site Contact:. Plan/Elevation: Floor System: O Original Submittal WrTQEALS 11 Roof System: O Complete Revision O Partial Revision: Replaces individual drawings Work Order # 1100107 0 Addition: Add to Original Submittal PEAK PLATE: 3-4 (2x4) 5.5 (2x6) 6-6 12x8► MAXIMUM V-0' EAVE WITH 8'-0' MAXIMUM BLOCKS @ 32'o.c. OR 2'-0' EAVE, BRACE SPACING MAXIMUM. WITH 4x2 /2 OR BTR. I OUTLOOKERS CUT INTO GABLE I32'o.c. 2x4 /2 MINIMUM CONTINUOUS it STRONGBACK BRACED TO ROOF II STRUCTURE AT 6'-0' MAXIMUM., - t_z BC SPLICE; 3-4 (2x4) 6.6 1201 6-6 (2xB) _Ly C �F� I STRONGBACK AT; 2x4 STRONGBACK BRACED 4'-10' CLEASPAN, 70 MPH AT EVERY 6'-0' MAXIMUM 1.5-3. CONNECTION TYPICAL inn do•dn u LN en n 1M 1wat budding b ties tenon hasud on.pou8cabons ptmldod by tho companenl mmulactwer and done n 4'-1.6'CLEARSPAN, 80 MPH \ , MINIMUM GRADE CHORDS AND yJ um�rud nn uus u...gn mem w e.,.ead Ilia Iwmnp nlposud by m. [Mal budding coo.. 11 Is assumed that the top Chord Is War WA) brace.! by Ina STUDS 2x4'STUD/STANDARD. w ser inti unmg arta Ina bottom Chord 11 Mtarally Braun M a n0i11 she.lmng nruil Cal d,, cIly ollaehod. 11101 otharw)se no1M 13, _ unu.n,s Ln I.Iaal suppno .1 Cornpo11utl la motuhera MN Ip reduw 0141,111101ength. This Comli ant shall not be placed in Any anvnrnmehl Thal Cause the moisture C4n1aM STUDS TO BE MAXIMUM 24-o.c. HEEL PLATE: 3-4 (2x4) \ 6.6 (2x8) 6.6 (2X8) BRACE ;WALL BRACING PER .DESIGNER. CONTINUOUS BEARING WALL I I ` 2x4 CONTINUOUS -BACKING WITH I Od NAILS AT 24' o.c. TO THE WALL PLATE. SECTION A GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL REQUIREMENTS SHOWN) 2x4 to BLOCK WITH 3.164 NAILS Bd AT 6' o.c. GABLE STUD MAXIMUM 40 PSF LIVE LOAD. SHEATHING TO GABLE EA. END AND Od NAILS FROM SHEATI(ING 00 MPH WIND EXPOSURE C. TRUSS, 8d AT 6'.ox, TO BLOCK AT 8'o.c. / LESS THAN 20'-0' WALL HEIGHT. I 1.164 18d AT 24' o.c. QPOF ES ONq CING DETAILS 1 y.' NOTCH 032' D.o. 2.164 led SOLID BLOCK AT WITH 2.18d TOE. 24'o.e. QNAILED EA. END I.I Od NO. C 4 m 2x4 BRACE 2-1 8d WITH 4.184 NAILS LLI } Exp. 12/ 1 /' :il'ACINII UAIC C �F� I WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor, UBC CONTINUOUS 2/11/99 inn do•dn u LN en n 1M 1wat budding b ties tenon hasud on.pou8cabons ptmldod by tho companenl mmulactwer and done n „ompunonl. � ,.Clu11Ie .,.C�4'.e « e 1:1,ve .pi th1.0! r stuns ul TPI and AFPA tlespn.IarWalde. No teepenalb.dy V ausumod Ip dtmeneWnal a wiwy. Ua.wgltsrvr we II) lie ve-d„gl 111 Ilio tMnl.lnanl nMnnlglYllrar . Wnr b,nIdurg da.'Unur pner to lalwIrAllon Tho bwW;ng deflgngt stud s:Canem INt the toad. �I�1� um�rud nn uus u...gn mem w e.,.ead Ilia Iwmnp nlposud by m. [Mal budding coo.. 11 Is assumed that the top Chord Is War WA) brace.! by Ina J1111! w ser inti unmg arta Ina bottom Chord 11 Mtarally Braun M a n0i11 she.lmng nruil Cal d,, cIly ollaehod. 11101 otharw)se no1M 13, _ unu.n,s Ln I.Iaal suppno .1 Cornpo11utl la motuhera MN Ip reduw 0141,111101ength. This Comli ant shall not be placed in Any anvnrnmehl Thal Cause the moisture C4n1aM GABLE DETAILS 1IMWAL SYSIkMS COr^DRA(fUN of the wood ulcaed 19% and/ut Cause Ctnntlgor plate CWtosWn, Fabnm.. he,". Insists and btaoe pat trwa n a.:ctu,lanCe wart Ill. 1,11 r 9 Mitna d.. JFIUSCOM MANUAL by Truswal, QUALITY CONTROL STANDARD POR METAL PLATE CONNECTED WOOD 1RU5SES' (OST.S$).'NANDUNO INSTALUNO AND BRACINO METAL PLATE CONNECTED WOOD TRUSSES' • (W841) sn0'Me•Bt SUMMA1IY SILL E I.by TP Th. Trus. Plate nsidula (TFII,e located At 583 O'Onohte 0-.. Madison, WIKonsn 53119. The Amann Faest srwt CO Pepat A.60,C.1— (APPA) q localed at 1250 CoMKtIcul Ave. NW. Ste 20D. Waeltngton, DC 200311. Optional vent 3-4 THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE GENERAL GABLE DETAILS FOR WIND LOAD BRACING DWG# C002065035 SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR opening per 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 ,_____ASMEIVX APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO design drawing. RESPONSIBILITY FOR FIELD INSPECTION OR WORKMGNSMIP nunr ITY Max. 12" eave unless noted on drawing. Pitch per design 3-4 3-4 drawing. Solid block between trusses Gable End Truss for nailing of diagonal brace, attached to sheathing and Brace Interval as.F truss each end, typ. specified on the approved engnineering drawing or standard detail or chart. Typical 2x_ strongback Truss spacings per designs. (whaler) brace along back face of gable, braced with Z-6 + or. 45 degree diagonal S-3 4 S_3 4 zx_ (typ.) braced to roof sheathing as shown. Connector plates shown are for example only. See actual truss design for required plate sizes and orientation. Structural gable musses will generally have diagonal and vertical members other that those shown above. WALU BEARING SUPPORT uable Ifussis on nu u bearing exce s may e o rn w ua e r Mwings. + Indicates stud members that require bracing) END (FACE) VIEW SIDE VIEW 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 INCREASED TO ONLY ACCOUNT FOR THE L/D LIMIT OF 50 FOR COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS 6'-3"). 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. 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 CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. _$S/0 ESh4 m 1 4 82 - v 1>• 12/31/Ot DATE: 3/20/20( �1 CNI\� �P REF: GB'1 �� OF CALIF THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION `,` SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR ® DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS T THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT ,_____ASMEIVX APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMGNSMIP nunr ITY _$S/0 ESh4 m 1 4 82 - v 1>• 12/31/Ot DATE: 3/20/20( �1 CNI\� �P REF: GB'1 �� OF CALIF TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 3224045 FAX:(719) 598-8463 C001003160 . 11/14/02 Users of Truswal engineering: TX01087001 The TrusPlusTm engineering software will correctly design th.e 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 Truswal Systems Brace-ItTM or -a 1x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses 'and adequately designed, connected 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. -t 1. eTn B L EXAMPLES 90% L 90% L Please contact a Truswal engineer if there are any questio 2. c:4n soffice%W nword�brace-new.let .. e Roofline 3D Layc po0o00 Sys - e m "HUG ua Prosser '2 8 4 4 t SALES REP •BW DUE DATE : CavazCoDSGNR/CHKR BW / BW os nst _ Magalia Ca. TC Live 30.00 psf TC Dead 9.00 psf BC Live 0,.00 psf BC Dead 8.00 psf S Total 47.00 psf O O N WO# 1100107 Date 1/29/2007 10:01 DurFac-Lbr 1.15 DurFac-Plt 1.15 O.C. Spacing : 24.0 Code : CBC -01 #Tr/#Cfg : 23 /'0 �s x Job Name: J. Prosser 28'x 44' Truss ID: P1 My: 21 PRG X -LOC REACT SIZE REQ'D T 2x4 DFL #1 PRG 0- 1-12 1564 3. SO" 1.67" 2x4 DR. #1 Platingg�sppeec :ANSI 1995 THIS OESIUI IS THE ITE RESULT OF UPLIFT RFACfION(S) Support 1 -252 b 2 27-10- 4 1564 3.50" 1.67" WEB 2x4 DFL STANDARD BRG REQUIREMENTS shown are based ONLY RATE VALUES PER ICBG RESEARCH REPORT #1607. MULTIPLE LOAD CAS IF HANGERS ARE INDICATP ON THIS DRAWING, Support 2 -ZS2 1b This truss is designed using the Loaded for 30 PSF rwrm-Concurrent BCLL. on the truss material at each bearing RATING BASED ON GREEN LUMER VALUES. THEY ARE WED ON 1.5' HANGER NAILS FOR 1 -PLY AND 3 HANGER NAILS FOR MULTI -PLY -01 Code. 8 q Enclosed Yes Importance Factor - 1.00 MAX DEFLECTION (sppan) GIRDERS. IF 2.S" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY OT(IERS). Truss Location . Not End Zone Hurricane/Ocean Line - No Exp Catego - C L/999 MEM 6-7 (LIVE):LC 1 1.15 / 1.00 / 1.00 Bldg Le to - 44.00 ft 6 dg Wdth - 8.00 ft &T-0 .15" D= -0.19' T- -0.34" CAL ��: BC Dead 8.00 psf Mean root heigyht - 13.67 ft oph - 75 CBC Standard Occupancy, 'Load - 1D. psf 1-2 252 0115 % 82 160 095 _ MM 1-IXi) and 6081SLMnW1Y S SETS' by VVECA and TR. The Toss Plme InMUe (TR) Is b=ed m s83 GOrmohb ling h43ffisom, 2-3 -19855 1.15 / 407 1.60 8.78 TRUSPLUS 6.0 VER: T6. 5.41 VNsoonsln53719. TheknebanForest adPaper Aswdaion(AWA)brocmedatIIII19 %rem. MN, Ste MO. Wasd4on,DC2oo36. 4-5 1.15 % 1.6600 DEFL RATIO: L/240 TC: L/2 -2252 3828 0.95 K '.((DUR.3/ TENS. DUR.3 CSI 7-8 129 (1.153 8.6�p2 -Z90(1.66003% 8-9 257(1.60 / 19)2(1.15 0:62 MB C01�(.J.?1r: . /TENS. m1R.3 CSI3-7 % 737(1:15) -13760 13;4-8 -5361.15 % 217 1.60 :199 7-4-1 04-1 3.; 8-0-0 14-0-0 2040-0 28-0-0 14-0-0 F 14-0-0 1 2 3 4 5 6.00 -6.00 44 2 D-4-1 61 B2 W:308 W:308 R:1564 R:1564 U:-252 U:-252 -0-o 28-0.0 6 7 8 9 10-0-0 8 -D -O I D-0-0 10-0-0 18-0-0 28-0-0 8-3-15 SHIP 1/29/2007 ® HOMEWOOD WAI NINURead all notes on this sheet and give a copy of it to the Erecting Contractor, This design is for an U my dual bdlft cdnpored not toss system it has men based on spedtucswns proMded by the oor pored matidatdmaer and dare In aomnla ce wdh the ouned %W510 s of TA end AFPA design etar%Wds. ND resporsibHlty b 6551drmed for dirtesiond acndaW. Dimensions ae to m %edged by Ure c4nrpared maddadae amaar badldng deslgne pow to faedmtmn. ThebuUft deS1gW mst esoetmn Rha Ure toads �ontl�de�nmedora�MeW&Mbriposedb,tmbcalbm Tm�Igna matmtoPda b Imemiy traced by Um roof or Boor she Mng and the barob n dud bteaffy b aced by a rigid sl effiMr g mmelm mredly ectad ed rddess oUewise cust: Cavazos Const. W0: D r i ve_T_1100107_L 0000 S_] 00001 Dsg n r : BW # LC = 16 WT: 1 S 8# TC Live 30.00 psf L i ve Du r L=1.15 P=1.15 Bad Snow 0.00 psf S nowDu r L=1.15 P=1.1 S nates 6 shown Is w Isom support of oonporeds ne tars omy to rectum bard ding Reg Thb oonpame i snap not m pbosd in ant TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens ®TC TRUSS 4415 Northpark Dr. ewtamedtnmwffinn wthemobtaemrdedofOrewoodtoemeed19%adformsemme=09ecomswm. Fabicata mrmme istml and bnmUdswssInacodtn0 anoawdntheUmsiadadmmeu ds:'JobtandapoPMw&ewaftm deasMowTrus�dsdtware, SC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo 5pr7ngs, CO 80907 'ANSVTF4 1'. VVTrA V- Wood TAM Council of Arnaics SWndard Design ResponsibiflUes. WLD(NG 00WONENr SAFETY IWORMTION- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 MM 1-IXi) and 6081SLMnW1Y S SETS' by VVECA and TR. The Toss Plme InMUe (TR) Is b=ed m s83 GOrmohb ling h43ffisom, TRUSPLUS 6.0 VER: T6. 5.41 VNsoonsln53719. TheknebanForest adPaper Aswdaion(AWA)brocmedatIIII19 %rem. MN, Ste MO. Wasd4on,DC2oo36. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/2 Job Name: J. Prosser 28'x 44' nnyy�asppee THE //ryTp��Truss ID: PG Q : 2 CRITICAL MEMBER FORCES: BSC 2X4 DDFFL a1 TPllISiOESIOic : ANSICCMPOSITEI�NESULT OF This -01russ is designed using the GBL BLK 20 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed - Yes, Iaportance Factor - 1.00 PLATE VALUES PER ICBG RESEARO! REPORT #1607. IF RANGERS ARE INDICkjD ON THIS DRAlffNG, Trus; Location a Not End Zone Loaded for 10 PSF nun -concurrent BQL. THEY ARE BASED ON 1.5 HANGER NAILS FOR Hurricane/Ocean Line - No Category - C Ma use ad ante staples for gable blocks. 1 -PLY AND 3" RANGER HAILS FOR MULTI -PLY Bldg Length 44.00 ft el dg Wdth - Z8.00 ft BUILDI DESS GNER MUST VERIFY CABLE LWDSI GIRDERS. IF 2.5" GUN NAILS ARE USED THE Mean roof height 13. 7 ft, oph 75 (+1 gab a bracing required 8 $8" intervals, HANGERS MUST BE RE-EVALUATED _(BY WERS). CBC Standard Occupancy, Dead Load - 10.2 psf i sed to run nd load applied to face. PLATING BASED ON GREEN LUMBER ALUES. See "General Cable Details', OD02065035. ob 241-0 � � � � � � � R � � � � � � � � 1 2 3 4 5 6 7 8 9 101112 13 14 15 16 17 18 19 20 21 6.00 6.00 34 8-3-15 SHIP x 04-1 2-0- 11-0-24 28-0-0 22 23 4 5 6 7 8 9 0 1� 3 6fffg 0fl,2f O T P CIA TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT �>'�,W,g� slg�8"shlowr/e'ShfC esu 20�d�aY " M=W,'a 9. 1/29/2007 WA Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Cavazos Const. This design is for an individual building anpmcem not buss system it has been based on spedBmUons provided by the component manufemaer WO: Dri Ve—T-1100107_L00005 300001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is asswred for dimensional axureq. Dimenslons Dsgn r : BW #LC = 16 WT: 238# are to be verified by the cor ponem manufacturer and/or buumng designer prior to fabrication. The building designer mut ascertain that the loads TC Live 30.00 psf LiveDur L=1.15 P=1.15 HOMEWOOD utilizedon this design meet or emeed the loading hrposed by the local building code and the particular application. The design asw es that the top drortl Is t by are Hoof floors and the baron mord S materiel directly nm ched.a unless otherwise by a rigidlength. TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 f ® / RUSS enNronrrcrd TRUSS ed. Br acingbraca yLaterallyod ce bbraced t pportosheathing noted. Bracing shwm b roc lateral support of e«rponants members Dory to reduce bnrcldkg lengun. This owrpatent siert not be placed M any h. This c plat that will cause the mohiune content of the wood to emeed 19% and/or cause connector plate corrosion. FaMcate. handle. UWaU TC Dead 9.00 psf Re Mbr Bnd / Comp /Tens P 4445 Northpark Dr. and brave ws tuns ro ecowdance with are Movnnng standards: 'Joint aro CutUng Defeo Reports!a"ailaae as output horn Tnaww software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANS1',wrcr`1'-waodTruss Council ofAnedceStandard Design ResponsiaitBes, BUILDING CONIONENrSAFETY iNFOWAnorr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.4 (SCSI 1-03) and BGS! SUWARY SFEEM by VVrCA and TPI. The Truss Plate Institute (TPD Is located at 583 DO afdo Drive. Madison, Wsmrdn53719. The American Forest and Paper Association (AFPA) Is located at 1111 1 Oth Street NW, Ste 800. Washington. DC 20036. Bldg Code: CBC -01 DEFL RATIO• L/240 TC: L/24 RESIDENTIAL 064-670-040 PERMIT#94-1482 PROSSER, JOHN 6330 TOM BROWN, MAGALIA CONT: CHRIS LAMB NEW SINGLE FAMILY SES r- �> OFFICE CO Y y I Address 3 t� I �1 I T/ GAS Meter By Date ELECTRIC I J . Meter By Date OFFICE COPY Address rq GAS Meter By Date ELECTRIC 1 '//tt Meter By /J :,�.Date i JOB FINALED (Date) Signature ,J OK O = Not OK' t Not Applicable = Read Not Ready MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O Concrete 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors 5. Electricity;.Location-Clearences-Grnd-/ /Amp -Concrete Shthg.-Rfg.-Bracing 6. Gas; Location -Test -Wrap: / /"L"ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / /"Nat. or/ /"L"ft./ /'LPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric c 8. Utility Clearance 3 t 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 11. Ext.; Steps -Doors -Landings _ Date Card B-1 Date Card B-1 , Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements Date Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Date Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector Date POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness 7. Water and Sewer Connected -C/O to Grade=HD Approval Dead Men -Lining 8. Gas and Electricity Tagged 4.` Elec.; Receptacles and Lighting,.Distances-GFI 9. Exits; Insp.-Sketch ` 5. Elec.; Pool Lighting; 15 volts-GFI 10. Cert. of Occupancy `y 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. Date Card B-1- . - Date Card B-1 Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Date Card Date Card B-1 9. Health Department Approval -B-1 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 1 Date _ Card B-1 Date Card B-1 s �17 - _ `J a Cy = OK p=Not OK = Not Applicable Not Ready RESIDENTIAL (Single ' = Date UN RFLOOR (Plans) OK except tf's H i ng -Setbacks -Easements -Flood -Slope Ftg., Main; Soils-Elec. Grnd.-93/" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Qpird.-/jeT" Ftg. Depth )0,4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a,.4 -fold Downs and Special Anchors Slab; Steel -Wrapped Z,2,3 8. Piers -Fireplace Ftg.-Steel �_lo t9lD.W.V.: Fall-Fittino-Test-2 Wav C/O-SeviorTest A ✓PA aii) r -R 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test C�, X6=A q Water Pipe; Test-Anchor-Regulator-Serv' Test t'(s 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card 8-1 GG Date Card B-1 Date f Card B-1 Date Card B-1 Date PLUMBING (Perm it),O ept ti's 16. Water Htr.: V Acce - ombustion affie -------'—J - --------- ------- 690------------- `rer Pipe; Test nc--fon 1 D .,'Test-Fittin nchor- rotection -------�------- ------ ------ -- 19�S�ho an: T rst Floor -Tub Access _-- 2 eC+'f st Tub & Shower. Second Floor -Tub Access --------- --- --- 2 as Pipe: Size & Anchors --------------------------------------------------- - - --- ---�� zs_9y �h-------------------- Date -- -Card B_1 --- _ Date - Card B-1 --------- ----------------- Date Card B-1 Date Card B-1 Date ELE CAL (Permit) OK except k's Fix>wel& Transformer Clearance -Ins. Protection -- ----- 23. Elec eptacles Spacing -Lights & Switches at Doors ---- ------ --_- - --------------------------------------- ---- 2 ize B es & No. of Conductors -Stapled ------ - --- - ---------------- 2 omex Installed Close to Edge of Studs & C.J. --------------------------------------------------------- ----- ----- ------ Equip. Ground made up w!Mech. Fastner - & Wa ------- - -- - ----------------------------- ---- -------- ----------- -- --- --- - _ Ap ce Circuts in Kitchen & Conductor Size!GFI - ---- - --- --- -------------------- 2 Subfeed Wire Size +11 ga Cu or A.C. Wire Size ! ! ga. Cu or At ----------- - --- -- ---------------------------------- --c.! 2 ange Circ. !� ga. Cu o -Oven Circ. ! / ga. Cu or Al. ---------------- - Ins Neutral � 0 No - - ---- ----- -- ------------------------------------------------ 30. Servic ser Conductors & Ground -Main Disconnect ---- - ----------- 3 q . Clearances Panels -Motors -Meth. Equip. -------- ----------ces P nee -------------------------------- -- - 3 Clothes Closet Light -Shower Light_Spa Light - - - ------------ n3... Smoke Detector - -- ----------- --- �0 - --- 4`-------- ------ ---- ------------------------------------ Date Card B-1 Date Card B_1 --------------------------- - ------------ Date Card B-1 Date Card B-1 Date MECHA_N1eAL (Permit) OK except s C. cts Insulation upport -------------3--- -- --- ------------------------------------ ------------ 3 ent n: Exha above msulati ---------------- ---- 3 o n=ate Drain v w: Size & e 3 urnan V Access -Com eturn Air Vent _L--- uS5 �tlet - --------- --- ---- --------------- 38 c Access & Platfo if Furnance in Attic ------------------------ --- --------------------------------------- - - - `o�Z0- y---- ------------ --------------------- - - ---- -- - -- ----------------------------------------------------------------------- -- - - Date Card B-1 Date Card B-1 ---------------------------------------------------------- ------ ---------------- Date Card B-1 Date Card B-1 Date FRAMI (Plans) OK except a's 3 ils. Pr r Material & Anchors 4 Is Studs -Nailing. Spacin raan later -Sound -- -- -- - ----------------------------------- - - --------- - ------------- ------------- - - -- - 4 ar Walls over Girders & Floor Nailing -- ------------------------------------------------ raft Stop in Walls (rat proof) - - - - - - --- - - --------------------- 4 - - --- - - --- 4 Fire Stops: Furred Ceilings air Chase u - --------------- -------------- ---- 4 -- -------- ----------------- 4 F eaders & Beam -Size & Barin & Duplex) .. , Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Pu`rlin-r f Brac-T ss-Shthng.-Rfng. 47. Fireplace Ties or Ty Flue -Fireplace Throat_clearance 48. Atlis; Size & Romex Pro tiop-8 p -Ins. Baf les 49. Windows or oors-Sill & Diions 50. Garage Fir oteclion Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage-3rd tory,2 Exits Wir}U<f�eed%om-R( ryxrLamg Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer ---- --- 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access _( Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings ----------- - ---------- 60. Infiltration -Walls -Windows -- -- 5 ------ --------------- Date _ _ Card B-1 Date Card B-1 Date Card Date Card B-1 Date FINA Ian K except ti's - E . teps-Door & Sid ' rotection-Landings Smoke Detect ------------- or 63. Furnac ts- learance-Comb. Air -Connector - In G age; Above floor -Ducts -Meth. Protection - ----- edroom Exiting ----- Bath Fixtures & TL?43,�ccess Eif,-E Trim & Sbp 1; uBre r Sizes &Labels -- -- - t�eplace or Stove: Clearance �kteert� 6 EI Outlets at W000 anel; Int. & Ext. rcce• Grn�atKit. �unter arance -- ---- --- ...�Ele�& -------eceptacl 7 arage Fire Door: Swing-Landin -Clos ------------- ---------------------- -- - ______ _ _ ______ tr. Htr_ V earance-Comb. Air-Connector-P.U�� - In Gara e' Above Floor -Meth. Protection ----------- 7- & Mech._Equip. Listed for Location Iptacles in Garage; ( - omex Protection In_sulat' _ am -Looked in Attic es - ----- 7 . uard R --- Deck -Construction -Post Caps--� 7 ..�d�,rawl Hole Door -Drainage & W r eLooked under Flooresllowing instld. Drive - No; Walks es ❑ No; �Pla O Yes -o 8.. tO�S urown-Finish -- A.C. isconnect. Elec:TlePlumb7mg 8 Vents Above Roof; Plbg -Appliance-Fi ce.-Clearance to Water Well;Disconnect, Elec/trite, lumbing — 8 r Elec. Trim; G. Receptacle- ------- .7 --- -- — Ventil hroughout House lass Protection -.... ---------------- . Corrections m Previous Inspections -- �/ j 89. Ga Meters Tagged: Gas -EI ------- -- --- ------------------- -----V-------------- W r &Sewer Connected- to Grade -HD Approval ------------- ---------------------------- — — Energy CompI a2nlce Certificate -Other Certificates Date w-��-9s Card B-1 i22I� Date Card B-1 Date�_� �( [S- Card-8_1�!/------- Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address a fft76T��corrected. Please notify this office when correction of work is completed. If have any questions pertaining to this matter, or need additional explanation, please co t this office immediately. —i1 A -1 n i A t „ _ r-1 e- 0. ° , - /l-/m'i`l V REV 11/91 ~t�iK INV COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 f 79 CORRECTION NOTICE A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please cont_4tt this office immediately. Date r- aej Inspector REV 10/92 i� Date r- aej Inspector REV 10/92 t .. COUNTY OF BUTTE t: BUILDING DIVISION ; DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE Y4- /q?? - OWNER PERMIT NO. A routine inspection in 'cates that the following violations of Butte County Ordinances exist at the above address d should be corrected. Please notify this office when correction of work is complet�act Ethis have any questions pertaining to this matter, or need additional explanation, please c office imm� ediately. fill /1 Q iY� RT OR r WN jJ',�� sem' � �� = � • � T i , %i ll' �♦ _ i • i 1 , a N /1 1 /1 4-� (T , Date - - Inspector REV 10/92 - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Crilifornia'95965 - Telephone (916) 538-7541f /� P��,M T NO. ` APPLICATION AND PERMIT 7` TLjs ASSESSOR PARCEL NUMBER 064-670-040 ZONING kRMH3 HC BUILDING PERMIT OWNER JOHN PROSSER TELEPHONE 94-0757 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 21 SKY MOUNTAIN CIRCLE CHICO 95928 9106 IR 194,594- 886 M 15',948. CONTRACTOR'S NAME CHRIS LAMB TELEPHONE 43-0134 352 C 4 576. CONTRACTOR'S MAILING ADDRESS 20 HO EY R ROAD, CHICO 95928 Fireplace 1 A 1,500. CONSTRUCTION LENDER UNKNOWN Total Valuation $ 146,548. LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 804.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 522.60 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS TOM BROWN MAGALIA PERMIT FEE $ 1,369.60 PLUMBING PERMIT Filing Fee 20.00 Each Trap JJ 7.00 77.00 Solar or heat pump water heater 23.00 Water piping 15,00 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF dDuplex O Mobilehome C)Other SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK NewXD Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SF - 5 BDRM. PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 600V OR LESS ) 200A OR LESS 23.00 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW OR ADDNST ( D &EACCGBLDS. ) 3.5C F°: 111.7 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed underrovisions of Chapter 9, Division 3 of the Business and P P Professions Code and my license is in full force and effect. n _ r License No. ,3�2 Classification 'J ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason NEw CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWERAPPARATUS ) 6 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. 9 .50 Ex. Occu FIXED APPLNS. OR P' ( OUTLETS (RESID.) EA. ) S.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 154.70 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling 25.00 Hood 6.50 6.50 Ventilation 4 4.50 18.00 PERMIT FEE $ 84.50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments costs, and expenses which may in any way accrue against said Co consequ ce of the granting of this permit. / Date ci ?,6 -� Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00, 1C K 3 CONY HYPE �/ 1V TOTAL FEE $ 1 , 311 HA2• 1� D. FEES `IJNP � FOD CAF n PAIREL PD ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By /� ate / p ( qs PERMIT EXPIRES ON �1 f IDe el `/ 2 ReceiptNo.162876-625.60// % d �, WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -I S CTOR GOLDENROD -APPLICANT ��'.G�"�'a+da•y*�4.iso`�'r�i`;�b:�%Y''Rua;lrrs�t°� �'�`wt�rrw�rt-,;;r`.j�-w�Ww,;�.,;.catp�:'G"',"�,'�ni�s�'•`t�+�.r��F.v��x%.�p",:ash:'+'t3::��°�,"��s.?•lfa�a?%o��+'�.,i.,f,�; `+ V i COUNTYOF BUTTE - DEP�kR NiOF DEVELCfPMENTSERVICES -BUILDING DIVISION j i 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE(916)538-7541 �(11"D --. ----•PERMIT APPLICATION DATA SHEET OWNER A. P. No. oyo Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ....................................... . N2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans. .. 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . yii5. Hazardous Material Form. . Energy Design Compliance and supporting documentation . .................. v7. Statement of Intent for Non -Heated and A/C Buildings . ........................ 8. Engineered truss details and layout in duplicate (required prior to plan check). . 9.Mobilehome �zo d manufacturer's installation instructions, 2 sets. ........... Feesof $ -� .......................................... 1. Impact fe s as shown on attached schedule. .............. 12. California Department of Forestry plan approval/fees. .,P�?•-�..:ca?% 13. Flood elevation letter (100 year floo by California Engineer. . . J4. Sanitation and plot plan approval QW1 C u9 Health Department . ............ 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ... Freanspedion request 20. Pre -inspection for required. .. to Building Inspedor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ......................... . 23. Owner -Builder Verification (Given to owner Mail to owner . ......... {. 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) -Parcel meets zoning area and frontage requirements . ............... 1. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. , When issue the permit, process as follows: Mail to wrier. Mail to contractor. t !/ Telephonegand hold for pickup at .'cQ office. Deliver with inspector. Other 41 Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit c(Circ new i t n c cke�d�above). ;. 1. Index permit for above items No. ZX1 �� _ 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Contractor, designer, owner, was advised of above requiredn delta by _ phone _ mail Plans checked by Date Plans approved by Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works 6_114 Counter by _ Date Counter by _ Date �- ''Date 9y iy�v r_ I" r� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ;Pled rl:�n ntlae,lu, � - Hour Plan Aludwd oe sent to B.U. ✓ /_ Oy n r Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Clearance for Is-- bedroom ,A home. Other Hold Final for: hinal clearance O.K. for: NOTE: Environmen 8/92 th Specialist Private Well M Fi- ll to COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNER J 0 2e A.P. PROPOSED BUILDING USE llis v DATE_ S��y REC. # DATE REC ,2. SCHOOL DISTRICT FEES 51:�r- ' I / (paid at District Office)... - 1 2. SHERIFF FEES (paid at Building Department) Residential...... x unit amt. Commercial (sqft) x =$ ,sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x =$ sQ.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ......................... 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. o 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... 162Y74 ,,?4j 4,;e - (paid at Building Department? 7. OTHER IM MOM! At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE f,1 749 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center -Drive --Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT �� ZS K2 ASSESSOR PARCEL NUMBER d011— 070 — D Y0 = IN 3 BUILDING PERMIT OWNER TELEPHONE 9 -0 7S SQ, FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS712 plc <co ZZ. CONTflA TO 'S NAM r�S L TELEPHONE ` co-201IRMaL=PSS%C -J �C� ✓ rfS2� Freplace Total Valuation ' Filing Fee " $ 20.00 CONSTRUCTION LENDER UNKNOWN LENDER'S MAILING ADDRESS Permit Fee $ . Op ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 7 v ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ - p Penalty g BUILDING ADDRESS PERMIT FEE $ . PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15.00 157 8...� Each gas water heater or vent 15.00 �Dv USE OF STRUCTURE SF Duplex O Mobilehoma O Other SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 /.s'� Mobile Home S G W @20.00 TYPE OF WORK New Addition O Remodel O Utilities O Installation ❑ Other O Describe Work:4,rr,— c.,,. _ PERMIT FEE g CO Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service 'OV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEi� CONS OCC Up' OR AOONS.1 I DW & ACCLLINGBI DS. ) 3.50 F°. /.-70 NEW CONST. MULTI.OUTLET @7.50 -NON•RESID. I BRANCH CIRCUITS ) CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one) U 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code for this reason ( POWER APPARATUS 1 4 SINGLE OUTLET CIR. / Ex. Occup. ( OUILET OR FIXTURES ) 20 (11.00 BAL. 0 .60 FIxtD APPws. OR Ex. Occup. (OUTLETS IRESID.I EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ �s� 7 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling of Hood 6.50 _ cJ Ventilation PERMIT FEE S I certify that 1 have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant - O Owner O Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Contractor Mobile Home Installation Fee $ Energy Inspection Fee �c CONST Tv TOTAL FEE $ $� HA2. D. FEESIMP FLOOD CDF PARCEL PO —� H ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. Y Date PERMIT EXPIRES ON !De te/ Jur O Receipt No. (O Gt -� wr WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 00 - sy �� 00' yturn to: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Building Division FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. i All, that real property situate in the County of Butte, State of California, described as follows: S e 2 , Date: % AYPROPERTY OWNERS: crt) A) ?r-0 Sir �., �• —Zb�'ru C. ice- ro r State of California ) County of {3yrre ) On Se.y X-Iqr/before me, 3Z;'k"1 1-4-1XJS personally appeared 771 Nnj C �iZDSS C -I A,- 5"122c1J t. PXcsSe Z personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/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. BRIAN A GOWNS ® NCOMM. # 963997 OTARYPUSUCALIFORNIA BMECOUNIY t7 Signature Seal: MY.. A.P. U(O" (XI tU-6 LI ( � T _ � � � � � LL � I R e c Fee 12. 00 The property described herein is adjacent to land or included P Pent J I COP 2.00 within an area zoned for agricultural purposes, and residents Recorded I Cash 14.00 of this property may be subject to inconveniences or official Records I discomfort arising from the use of agricultural chemicals, o f I County including, but not limited to herbicides, _ pesticides, and . Butte I fertilizers; and from the pursuit of p of. operations Candace J. Grubbs I including, but not limited to cultivation, plowing, spraying, Recorder 1 ru pruning, and harvesting which occasionally generate ? 12 p m 28 -Jul -94 I P U B L XX 3 dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All, that real property situate in the County of Butte, State of California, described as follows: S e 2 , Date: % AYPROPERTY OWNERS: crt) A) ?r-0 Sir �., �• —Zb�'ru C. ice- ro r State of California ) County of {3yrre ) On Se.y X-Iqr/before me, 3Z;'k"1 1-4-1XJS personally appeared 771 Nnj C �iZDSS C -I A,- 5"122c1J t. PXcsSe Z personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/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. BRIAN A GOWNS ® NCOMM. # 963997 OTARYPUSUCALIFORNIA BMECOUNIY t7 Signature Seal: MY.. A.P. U(O" (XI tU-6 LI ( Order -No. 3-165347 SCHEDULE C The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL A: Parcel 2, as shown on that certain Parcel Map entitled, "Being a portion of the SE 1/4 of the NE 1/4 of Section 23, T.23N., R.3E., M.D.B. & M.", said Parcel Map was filed in the Office of the Recorder of the County of Butte, State of California, on June 28, 1982, in Book 88 of Maps, at Pages 79 and 80. AP No. 064-670-040 PARCEL B: A non-exclusive easement for road and public utility purposes over a strip of land 60 feet in width, described as follows: BEGINNING at the East quarter corner of Section 23, Township 23 North, Range 3 East, M.D.B. & M., said point being as shown on that certain Record of Survey Map for Alvin Lynn Alston, which Map was filed in Book 64 of Maps, at Page 30; thence following along the Easterly boundary line of said Northeast quarter of Section 23, North 00 36' 31" West for 730.00 feet to the most Southerly corner in the most Easterly boundary line of Parcel 3 as described in Deed to Roland R. Hedrich, et ux, recorded August 1, 1977, in Book 2196 of Official Records of Butte County, California, at Page 337; thence leaving said Easterly boundary line North 89° 50' 08" West along the Southerly boundary line of said Hedrich parcel of 42.32 feet to the Northeast corner of that certain parcel of land described in Deed to Alvin Lynn Alston, et ux, recorded September 21, 1977, in Book 2213 of Official Records of Butte County, California, at Page 385, said point being located in the Westerly boundary line of the Skyway, said point being also the true point of beginning for the parcel of land herein described; thence from said true point of beginning, Northeasterly along the Westerly boundary line of said Skyway, the tangent of which bears North 2° 53' 48" East through a central angle of 0° 43' 26" for an arc distance of 27.03 feet to the Southeast corner of the John F. McDonald parcel as shown on that certain Record of Survey Map for John F. McDonald, which Map was filed in the Office of the Recorder of the County of Butte, State of California, in Book 51 of Maps, at Page 82; thence following along the Southerly boundary line of said McDonald parcel North 890 48' 24" West for 155.83 feet; thence North 87" 07' 50" West for 104.28 feet to the Southwest corner of said McDonald parcel, said point being also located in the Northerly boundary line of said Hedrich parcel; thence following along said Hedrich Northerly boundary line, North 89" 50' 08" West for 389.58 feet to a point on a line located 30.00 feet Westerly of the Westerly boundary line of said Alston parcel; thence following along said line, parallel to and 30.00 feet distant from the Westerly boundary line of said Alston parcel, South 00 36' 31" East for 262.41 feet to s point located perpendicularly to the (Continued) ;�•4 Order No. 3-165347 Southwest corner of said Alston parcel; thence North 890 23' 29" East for 30.00 feet to said Southwest corner of the Alston parcel; thence following along the Southerly boundary line of said Alston parcel South 890 50' 08" East for 30.00 feet; thence North 00 36' 31" West, 30.00 feet Easterly of and parallel to said Westerly boundary line of said Alston parcel for 202.00 feet to a point located 60.00 feet Southerly of the Northerly boundary line of said Hedrich parcel; thence South 890 50' 08" East; 60.00 feet Southerly of and parallel to said Hedrich parcel for 327.35 feet; thence South 87° 07' 50" East 60.00 feet Southerly of and parallel to the Southerly boundary line of said McDonald parcel for 104.27 feet; thence South 89° 48' 24" East for 154.48 feet to a point located in said Westerly boundary line of the Skyway; thence following Northerly along said Westerly boundary line the tangent of which bears North 20 00' 45" East through a central angle of 0' 53' 03" for an arc distance of 33.03 feet to said point of beginning. EXCEPTING THEREFROM all that portion lying within the bounds of the above described Parcel A. PARCEL C: A drainage easement being a strip of land 15.00 feet in width lying 7.50 feet on each side of the following described easement centerline: BEGINNING at the East quarter corner of Section 23, Township 23 North, Range 3 East, M.D.B. & M.; thence following along the Easterly boundary line of the Northeast quarter of said Section 23, North 0° 36' 31" West for 500.00 feet; thence leaving said Easterly boundary line, North 890 50' 08" West for 44.02 feet to the Southeast corner of the Alvin Lynn Alston parcel as shown on that certain Record of Survey Mao filed in Book 64 in the Office of the Recorder of Butte County, at Page 30, said point being marked by a 3/4" iron pipe and tag LS 3634; thence following along the Southerly boundary line of said Alston parcel, North 890 50' 08" West for 510 feet to the true point of beginning for the centerline herein described; thence from said true point of beginning, South for 125 feet, more or less, to the centerline of an existing drainage swale; thence following along said swale centerline Southwesterly and thence Northwesterly to Little Butte Creek and the end of said easement. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM Form Per Building) School.District 700 iS Building Department No. A.P. Number�p�- �p'7D/�G Jurisdiction EE City County Property Owner rci SS'Pti' +. Property Location/Address Subdivison Lot No. Residential Development i N . o ung MHI Addition Units Commercial/Industrial New t Sq. Footage o (Group R) Sq. Footage Addition (Including Exterior Roofed Areas) 15�4 ... z� C1 Building Department Representative Date (Floor Plans reviewed by School District Personnel) If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form;Ahe School District is notified by the applicable Local Planning, Agency that this project is being rey ewed 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) feeformmkt (4/92) District Identification No. n YCh*ool District certifies that (Applicant) / (Street Address) (Phone Number) > (City) (State) (Zip ode) has complied'. with the requirements of Resolution No. by.payment of $ �j feet. representing square School Di tact Representative Date ' Paid by Check Number Remarks: Bank Number "= Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form;Ahe School District is notified by the applicable Local Planning, Agency that this project is being rey ewed 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) feeformmkt (4/92) RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) 1 ` Bldg. Permit #` OWNER A. P. # - Plan CheckerQ 7 GENERAL ''2Zoning requirements: (sideyards and number of permitted living units). Valuation. -Plans signed by designer. `rr' Proper description of work on application. Existing violations on property. 6 Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. rading, fills., drainage. Flood hazard. Special conditions on creation map, ustible, and foundations). r FAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). FLOOR PLAN omplete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtur"es, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipm Locations of water heater, heat and coling equ' eryryt�� other el ctri al or gas equipment. ;ifi�� Garage firewall, firewall, door size, and closer ec.'503(d)(3)). r.."1 - 3'0" exterior exit door (sec. 3304 (f). r:�ireplace and wood stove location, alcoves, and clearance. 35. Smoke detectors (Sec. 1210). 4 --Plumbing fixtures, water closet clearances and shower size. AILS Standard bracing or engineered design (Table 25V) I Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering: Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct Roof construction details complete enough to construct building. Fireplace construction details and talcs if necessary. Rafter ties or bearing ridge beam. Garage door or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining -.galls requiring design. Special Inspection required. .11 building 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS*ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails c. 3306). Q Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). r Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). • Foam insulation - protection. 36" halls and stairways. wing area over garage - complete 1 -hour separation required on garage side i cluding supporting walls and posts, etc. . Tw exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). . Attic access and ventilation (Sec. 3205). . U derf loor access and ventilation (Sec. 2516). ombustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. ashing at all exterior openings. �• DF responsible area required r. CEILING 'BATT OR BLANKET TYPE ';FIBERGLASS THICKNESS (INCHES) l02 LOOSE FILL TYPE 1NSULSAFE III CONTRACTOR'S MINIMUM THICKNESS . -1 *NCHES . BRANDVAME_ CERTAINTEED THERMAL RESISTANCE (R -VALUE){ BRAND NAME CERTAINTEED THERMAL RESISTANCE (R -VALUE)¢ EXTERIOR WALL: BATT OR BLANKET TYPE FIBERGLASS } . BRAND NAME_ CERTAINTEED THICKNESS (INCHES) G /`� THERMAL RESISTANCE (R-VALUE)1� BIB SYSTEM 1NSULSAFE III BRAND NAME CERTAINTEED CONTRACTOR'S THERMAL RESISTANCE (R -VALUE) MINIMUM THICKNESS RAISED FLOOR MATERIAL FIBERGLASS ;,,,BRAND NAME CERTAINTEED . THICKNESS INCHES THERMAL RESISTANCE (R -VALUE) DECLARATION I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE BUILDING AT THE ABOVE LOCATION IN CONFORMANCE WITH THE CURRENT BUILDING ENERGY EFFICIENCY STANDARDS FOR NEW RESIDENTIAL BUILDINGS CONTAINED IN TITLE 24 OF THE CALIFORNIA ADMINISTRATIVE CODE. GENERAL CONTRACTOR (BUILDER) SIGNATURE & TITLE SHASTA INSULATION SUB-CONTRACTOR'(INSULATION INSTALLER) i SIGNATURE DATE LICENSE NUMBER DATE 272941 LICENSE NUMBER PRODUCTION SUPERVISOR TITLE !'.Fi''Tl I l C:<:'I I` OF J. --i i R Project. Tltle: PR.(_?SSEI?. 2:3062; (BASE CASE.) Rur:: P06- 22 Y -9'I P_•o„�ct: Address: TON, 1*1'OWN L.N. PROSSER 2`.i0(;!-1 (BASF; CAS PAR l -A SE P1\I S, CA. Building Title: I'i�OSSL'1' 2306n (FtAS', CASE, R�.�ilcli.n' I'er•mi.i Document; Author: BOB METZGER U.D.S. Telephone: 865-9688/312-9688 Pl.a.n Check / Da.te Coml:�liarrce Method: CALRES2 Version 1.30 Field Check / Date Clir:at.e Zone: 11 GENERAL INFORMATION Corrnli.t.ioned Floor Area: 2306 ft:2. Building Type: SF) Single Fa.mily Detached Building' Front. Orientation: 0 deg (North) Number of: Dwelling Units: 1.00 Floor Construction Tape: Slab on grade BUILDING SHELL•IASULATION Component. Insu.l Assembly- U- Ty1)e --------------- R-val.ue -------- U -value -------- L•ocat,ion/UomlliE'nts Door• 0 0.330 ----------------- U n c o n d i. t i. o n e d Wall. 13 0.088 Outside Wall 13 0.088 llnconditi ones Floor 1.9 0.037 Unconditioned Floor 0 0.7221 Grade Floor `' 0 0.295 Grade Ceiling 38 0.025 Attic Slab Per.i.me.t.er 0 0.550 Unconditioned Slab Perimeter 0 0.500 Unconditioned Slab Perimeter 0 0.900 Outside Slab Perimeter 0 0.720 Outside s FENESTRATION Area U- Interior. Exterior Overhang Frame Orient.a.tion (f t-2) value Panes Shading Shading and Fins -Type ----------------- Window North ----- 112.0 ----- 0.750 ----- 2 ---------- Std Drape ---------- -------- -------- Bug Screen OH+Fins Metal. Window Northl5�;/ 24.5 0.750 2 Std Drape Bug Screen Overhang Metal. Window North .0.0 0.750 2 Std Drape Bug Screen Overhang WdDr/Div Window East 16.0 0.750 2 Std Drape Bug Screen Overhang Metal Windoj, SouthI4 ' 91.0 0.750 2 Std Drape Bug Screen Overhang Metal Window South 1'i.8 7 2 Std Drape Bug Screen Overha.ng WdDr/Div Window West 82.0 0.750 2 Std Drape Bu Screen Overhang Metal Window Nest 2 Std Drape Bug Screen OH+Fins Metal Sklig11t'� 8.0 0.800 2 None None None Metal. b C. -E. 'i i': C' A'I'L; 011 COMPI, 1 "CL: Re"i dent .Ial Pa ,c� 2 CIF_. R Projec:E `1'it.l.e . PROSSER 2306n (L11ASF, GAS]',") R.un: 806; 22 -May -9a THERMAL MASS Area. Thicl; Type Exposed? (ft2) (in) Location/Comments ----------------- ----- ----- ---------------------------------------- Floor Yes 293.0 3.5 Grade Floor No 427.0 3.5 Grade Intmassl. Yes 120.0 1.0 1nte'rior Intmassl Yes 54.0 4.0 lnterior HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-5.6 Air coed. -- central split: 12.00 SEER Attic R.-5.6 WATER HEATING SYSTEMS Distrib hater Water 4 of Energy Volume Wrap System Name Type Heater name ------------ Heater Type ----------------- Htrs ---- Factor ------ (gal) ------ R-val. ----- -------------------- 50GALh/H Standard 50W/H Storage gas 1 0.60 50 0 WATER HEATING SYSTEMS MJ SC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? Boiler pump? ------------ ------------- ------------ --- ------- ------------- 50GALW/H --- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank. Light Heater Name Efficiency AFUE (kBtuh) Loss R. -value (Btuh) ---------------------- ------------------------- ------ 50W/H 76% -- 40.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul 'InSul System/Name Type Number run (ft.) diam (in) thck (in) R -value -------------- -------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES None V:EI ;'1 FlC.:, r._ tai? CU'ilLl: Ws 00 Page 3 CF -1111 Project Title: PROSSER 2306n RIASE CASE) Rill,: 806 22 -May -94 ----------------------------------------------------------------------------=--- -------------------------------------------------------------------------------- COMPLIANCE'. STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1. and 6, of the Cali.for.ni'a Code of. Regulations, and the Administ.rat.i.ve regiil.a.t.:i.ons to implement them. This cert;ifi.cate. has been signed by the i'ndividua.l with overall design respor,sibil.ity. When this certificate of Comi?lianc"e is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special. Features, Remarks, and Notes section. DESIGNER OR OWNER JOHN & SHERR.ON PR.OSSER 21 SKYMOUNTAIN CIR. CHICO, CA. 894-0757 Li.c 71' - signed Signed Date E_\FORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR BOB METZGER O.D.S. BOB METZGER. O.D.S. 1.13 E. WALKER ORLAND, CA. 95963 865-9688/342-9688 Signed L10 - - &,7) D to C-OVTUTER M':'TH.r;) St NiVARY pa tic 1 C -2R --------------------------------------------------------------------------------- Project Title: PI:OSSFR 230(;rr (BASF (ASE) 1?.un: 80622-Ma.y-94 Pvajc.ct Address: TOM I:1?OWN L.N. PROSSER 230(in (BASE CAS PARADISE PINES, CA. Building Title: PR.OSSER 2306n (BASE EASE) Building Permit t Document Author: BOB METZGER O.D.S. _ Telephone: 865-9688/342-9688 Plan Chech- / Date Con-i)liarrce Method: CALRES2 Version 1.30 Field Cfiec•k / Date Climate Zone: 1l -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ENERGY USE SUMMARY (kBtu/ft.2-yr) Ener•g�, Use Standard Design Space Heating 16.49 Space Cooling 14.06 Water Heating 10.92 Total 41.47 GENERAL INFORMATION Proposed Design --------------- 18.41 9.99 1.0.49 -------- , Complies 38.88 Yes Conditioned Floor Area: 2306 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 0 deg (North) Number of Dwelling Units: 1.00 Number of Stories: 2 Floor Construction Type: Slab on grade Number of Conditioned Zones: 1 Total Conditioned Volume: 22291. ft3 Conditioned Footprint. Area.: 720 ft2 Ground Floor Area: 720 ft2 BUILDING ZONE INFORMATION Floor Vent Vent Zone Area Volume Thermostat Height. Area. Name (ft2) (ft3) Type Type (ft) (ft2) House 2306 22291 Conditioned CEO -Standard 810" 28.9 OPAQUE SURFACES Surface Area U- Insl Tru Slr Construction Type (ft2) value ----- Rva.l Azm Tlt Gns Type Location/Comments ---------- Zone = ------ House ---- --- --- --- ------------ -------------------------- Door 17.8 0.330 0 90 90 No 28x68 -Wood Unconditioned Wall 590.5 0.088 1.3 0 90 Yes 1'1.3.2x4.16 Outside Wa11. 239.0 0.088 1.3 90 90 Yes W1.3.2x4.16 Outside Wall 282.2 0.088 1.3 90 90 No 1~'13.2x4.16 Unconditioned gall 590.2 0.088 1.3 180 90 Yes W13.2x4.16 Outside I -a1.1. 425.0 0.088 1.3 270 90 Yes W13.2x4.16 Outside Floor 866.0 0.037 1.9 -- 1.80 No FC19.2.A.16 Uncxniditioned 00I 1-''1'E►i METHOl? S:'::1:1►i)' P,: ver C - 2 R Project Title: PROSSER 2306n (BASE CASE) Run: 806 22-h1ay-94 OPAQUE SURFACES continued Surface Area U- lnsl Tru Slr• Construction Type (f.t.2) value Rva.l. Azm Tlt Gns Type Location/Comments ---------- ------ ----- ---- --- --- --------------- -------------------------- Floor 293.0 -- 0 -- 180 No Slab140E Grade Floor 4227.0 -- 0 -- 180 No S1a.b140C Grade Ceiling 1656.0 0.025 38 -- 0 Yes R.38.2x4.24 Attic PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-va.l (in) Location/Comments ------------------- ------ ----- ------ ---------------------------------- Zone = House Exposed 13'0" 0.550 0 0 Uncondi.tiol:ed Covered 17'0" 0.500 0 0 UncondiI.ion ed Exposed 37'61' 0.900 0 0 Outside Covered 38'0" 0.720 0 0 Outside FENESTRATION SURFACES Glazing Fenestration Area Tru Open Frame Cl,aractr Name -------------- Type ---- (ft2) Azrrl ----- --- Tlt --- Type ------- Type -------- Name Comments ------------ ---------------- Zone = House F11 kind le 1.6.0 0 90 Slider Metal OPER/std F12 kind 1.6.0 0 90 Slider Metal OPER/std F13 kind 20.0' 0 90 Slider Metal OPER./std F14 hind 20.0 0 90 Slider Metal OPER/std F2ISDLT Wind 10.0 0 90 Fixed Metal OPER/std F22FRTDR Wind 20.0"' 0 90 Fixed H'dDr/Div OPER/std F23SDLT kind 10.0/ 0 90 Fixed Meta]. OPER/std F24 kind 4.5 / 0 90 Fixed Metal OPER/std F31 1+'ind 20.01' 0 90 Slider Metal_ OPER. /std F32 Wind 20.0i 0 90 Slider Metal OPER./std LI.1. kind 8.OI/90 90 Slider Meta]. OPER./std L12 h i nd 8.0✓ 90 90 Slider Metal OPER/std 1311 kind 16.080 90 Slider Meta] OPER. /std . B12 kind 16.0/180 90 Slider Metal OPER/std B13 kind 6.0'180 90 Slider Metal OPER/std B14 kind 15.0 1180 .90 Slider Meta]. OPER/std B15 Wind 14.Of1 90 Slider Metal OPER/std B16 kind'" 4.0 180V 90 Slider Metal OPER/std B1.7.1/2DR Wind 1.7.8180 Fixed kdDr/Div OPER/std R11 .4.0 270 90 Slider Metal OPEN/std R12 Wind 4 r 90 Slider Aieta] OPER/std R1.3 Wi Ild 12.0 270 90 Fixed Metal OP1:N/std R21 wind 8.0 27(1!90 Slider Met, 1I OPER/st:d R22 V. ind 8.0 2 7 0 -!90 Sl i der Metal. OPEF?/st:cl R31 Hind 16.0 27 -90 Fixed �1(-t.<i1. OPER/st.d SI -1. CZ1:+•] 0 Fixed 11!%] Sl:v] t. COi.iPUTEI IME`7 H M SUM,IiUPY PIzgc, 3 C-211, Pro i e(t.: Ti l l e: PROSSE}' 2306n (BASE CASE) Run: 806 2241,1 -94 GLAZING CHARACTERISTICS Glazing Ch.ara.ct.r GI;uzi1)g r of U_ Name Type Panes value ------------ --------- ----- ----- OPER/std Clear 2 0.750 Db]Shylt Cle.nr 2 0.800 OVERHANGS Fenestration SC GIs "Interior SC ]lit; Only Shade Type Shade ---------------- ------ 0.880 Std Drape 0.780 0.880 None 1..000 Exterior SC E,:t Shade Type Shade ---------- ------ Bug Screen 0.870 None 1..000 -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension ------------ F11 ------ 4'0" ------ 410" ------ 21611 --------- --------- 11'4" 12'0" --------- 712„ F1.2 41011 4$011 2' 611 11'4 " 2' 0" 17'2!' F13 510" 410" 2' 611 1' 4" 1.2'0" 7'2" F14 5' 011 41011 2'6" 1' 41' 21011 17'2" F2ISDLT 61811 1 1 611 5' 8" 41411 81101, 4' 411 F22FRTDR 61811 31011 51811 41411 6' 1'1 5' 71f F23SDLT 6' 8" 1 1 617 51811 4$411 311011 9 1 411 F24 1161f 31011 5' 81' 2' 8" 11 6' 1 517't F31 51011 4' 01t 21611 1' 41' ] 7'8" 2' 2" F32 5101' 41011 2' 61' V411 8' 8" 11'2" L1.1 4' 0" 21011 118" 51811 20'10" 12'2" 112 4' 0" 21011 1' 8" 51811 11' 6" 21'6" B11 41011 4' 011 2161' 1' 411 47'8" 610" B12 410" 4'0" 21611 1.1411 33'8" 20'0" B13 116" 4'0" 216" 114" 26'8" 27'0" B14 61011 216" 216" 11411 20'8" 34'6" B15 31611 41011 21611 11411 9' 811 44'0" B16 4' 01' 6$011 21611 11' 4" 31011 481811 B17.1/2DR 6181t 23811 21611 11'4" 141811 40'4" R11 31611 41011 1'•8'1 41811 24"0" 7' 0" R12 61811 6101' 1' 8'1 41811 8 1 611 2016" R13 21011 61011 1181f 2' 411 81611 20'6" R.21 4'0" 21011 1610" 21411 310" 17'0" R22 41011 2'0" 16'0" 2141' 17'0" 3'0" R31 4' 0" 4 1 011 1 1 811 12'0" 31011 .5' 8t1 FINS Left Fin Right Fin' Fenestration -------------------------- Exten Dist -------------------------- Exten Dist -------------------------- Fin Fiji above to Fin Fin above -to" Name Height: Width Depth Height; glzng Cal lzing Depth Height; glzng glzing ------------ F11 ------ 4' 0" ------ 4$011 ------ 9' 8p" ------ ----- 19 1 0" 121411 ------ 12' 0" ------ ------ -- -- ----- ------ -- -- 1,1 !J 4 1 011 4 1 011 q 1 81' 19 1 0" 12' 4 fl 21011 -- -- -- -- F13 5' 0" 4 'Of' 9' 81' 19' 0" 214'1 121 011 -- F14 510" 41 O11 0 18" 191011 214„ 2 1 O,1 -- -- -- -- CC"NPUTE'R MH''I'IOD St"iMARY Pac�'e 4 C -2R 1'roject Title: PROSSER 2306n (BASE CASE) Run: 806 22 -May -94 FINS continued Left Fin Right: Fin -------------------------- -------------------------- Fenestration Eaten Dist Eaten Dist, -------------------------- Fin Fin above to Fin Fin above to Name Height; Width Depth Height glzng gl.zing Depth Height glzng glzing ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ F 31 59011 41 011 -- -- -- -- 9 1 81! y 91011 12141t 1 1 611 F.32 510,! 41011 -- -- -- -- 9180 1 '' 1.91011 1.214" 1.01611 R31 410.! 4)0" 41011 1015" 3191 1 310!! -- THERMAL MASS SOLAR GAIN DISTRIBUTION Fenestration -Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ ------------------------_-------- None HVAC SYSTEMS Duct Location System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = House GasFurn.78 Furnace 0.78 AFUE Attic- R-5.6 ACsplit12 Air coed. -- central split 12.00 SEER Attic R.-5.6 WATER HEATING SYSTEMS Distrib Water Vol Cond- Energy Volume *Wrap System Name ------------ Area Thck Heat duct- Construction Insd R-yal' TIass Name -------------- (ft2) ----- (in) ---- Cap ---- ivity ----- Type Rval Location/Comments Zone = House ------------ ---- ------------------------- Slab -Exp 293.0 3.5 28. 0.98 Sla.b140E 0.92 Grade Slab -Covered 421.0 3.5 28 0.98 Slab140C 2.92 Grade Tile 1.20.0 1.0 19 1.04 Tile 0 Interior Brick 54.0 4.0 23 1.33 Brick 0 Interior SOLAR GAIN DISTRIBUTION Fenestration -Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ ------------------------_-------- None HVAC SYSTEMS Duct Location System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = House GasFurn.78 Furnace 0.78 AFUE Attic- R-5.6 ACsplit12 Air coed. -- central split 12.00 SEER Attic R.-5.6 WATER HEATING SYSTEMS WATER HEATING SYSTEMS MI'SC Solar savings Sola.r system Wood stove Wood stove System Name fraction type boiler? boiler pimp? .)l.�i.�n 1.W/li -- -- NoI.Q Distrib Water Water # of Energy Volume *Wrap System Name ------------ Type -------- Heater Name Heater Type Htrs Factor (ga.l) R-yal' 50GAL•W/H Standard ------------ 50W/H ----------------- Storage gas ---- 1 ------ 0.60 ----------- .50 * 0 WATER HEATING SYSTEMS MI'SC Solar savings Sola.r system Wood stove Wood stove System Name fraction type boiler? boiler pimp? .)l.�i.�n 1.W/li -- -- NoI.Q 00M]V('TEN Mil,"THOD S1PlNt-sRY C -2R Project; '1'itic : PROSSER ..1-106, (BASE CASE) Run: 806 2249ay-9-1 NATER. HEATER./ BOI LER DETAILS Rated Pilot Water Recovery Input. Standby Tank Light. Heater Name Efficiency AFUE (kBtuh) Loss ------- R -value (Btuh) ------- ------ ---------------------- ---- 50W/H 76% -- ------- 40.00 -- -- -- HYDRONIC DISTRIBUTION AND TERM1NIALS Pipe Pipe Insul Insill. System/Name Type Number run (ft) dia.m (in) dick (in) --------- R -value -------------- ------------- None ------ -------- --------- ------- SPECIAL• FEATURES, REMARKS, AND NOTES None -------------------------------------------------------------------------------- It 0 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page I :: L MF -1R ----------------------------------- Project Title.......... MASTER PLAN Date........ 01/01/93 Project Address.......: MASTER PLAN --------------------- CHICO, CA. i Documentation Author... BOB METZGER 865-9688 ; Building Permit # Company ................ BOB METZGER 0 D S Telephone .............. 865-9688 or 342-9688 ; Plan Check / Date ; Compliance Method...... MICROPAS4 by Enercomp, Inc. ; Field Check/ Date ; Climate Zone........... 11 --------------------- -------------------------------------------------- MICROPAS4 v4.01 File-. Wth-CTZ11S92 Program -FORM MF -1R User#-MP1000 User -BOB METZGER 0 D S Run-------------------------------------------------------------------------------- I I Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere -in the documents or on this checklist o y. l BUILDING ENVELOPE MEASURES IK*te�.o G �t -------------------------- a esign- 'nforce- er went *150(a): Minimum R-19 ceiling insulation. G & 150(b)• L fill insulation manufacturers labeled R -Value « oose *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass.walls).' I� *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. it 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with. certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints r �� j and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. /!u, j 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 _E 2. No continuous burning gas pilots allowed. Be aware that glazing units (including doors with r glass) must.have permanent NFRC labels. Glazing labels will be checked -against the Title 24 calculations at the time of framing inspection. If the installed U -value is of a lesser value, the Title 24 calculations must be redone, and appropriate changes made to the structure (e.g., this may include additional insulation, addition of screening devices, reduction of window sizes, etc.). Note that an Installation Certification Form CF -6R is required.to be posted at the residence proper to the issuance of a Certificate of Occupancy. This is in addition to the Insulation Certificate. 110-13: HVAC equipment, water beaters, showerheaas ana faucets certified by the- CEC. - 150(i): Setback thermostat on all applicable heating systems. F-41 1500): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12' or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank.-� *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually � io operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 'z1� 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance �tb with pilot ( 150 Btu/hr.). LIGHTING MEASURES ----------------- Design- Enforce- er went 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Be aware that glazing units (including doors with r glass) must.have permanent NFRC labels. Glazing labels will be checked -against the Title 24 calculations at the time of framing inspection. If the installed U -value is of a lesser value, the Title 24 calculations must be redone, and appropriate changes made to the structure (e.g., this may include additional insulation, addition of screening devices, reduction of window sizes, etc.). Note that an Installation Certification Form CF -6R is required.to be posted at the residence proper to the issuance of a Certificate of Occupancy. This is in addition to the Insulation Certificate. s, IF APPLIES GENERAL NOTES SHEET E 1. ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS)Ta 6E CAULKED, SEALED OR WEATHER STRIPPED. SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2. ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF 6 SO. INCHES b) DAMPERS TO - 'DUCT ACCESSABLE FROM INSIDE F.P. AREA c) FLUE -DAMPER. ,.T I GHT-F I TTI NG 8 READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6. A/C DUCTS TO BE INSTALLED PER MIIAU.M.C. 8 INSULATED (.111 I NSUL ..- GAS EQUIP.) $ (2" I NSUL .-HEATPUMP EQUIP.) 15# DENSITY TYP . 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURES,CENT OF 4.0 LUMENS/WATTS OR GRATER. 8 FAUCETS & SHOWER HEADS TO BE WATER SAVING TYPE & CERTIFIED BY C.E.C. 9. W.H. TO HAVE. - a) V-6" HIGHT PLATFORM. b) . VENT T HRU ROOF. c) ADEQUATED CONBUSTABLE AIR VENTING_ _ d) R-4'INSULATION 5'-0- TO 8 FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING. f) R-4 INSULATION ON CIRCULATING SYSTEM. x) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. 11. A/C UNIT TO HAVE a) SIZED & CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT- ION TO HAVE MANUFRS. LABLED R -VALUE )3 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WDOS. @ CONDITIONED SPACED DUAL -PANE. DOORS 8 WDOS. TO BE FUL- LY WEATHER STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO.OUT SIDE. 19. REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C..E.C. CON TRACT- OR -OWNER TO SUPPLY MAKE AND MODEL. Ll CDFButte County Fire All new buildings in SRA are required to have: Fully enclosed noncombustible eaves on entire structure Gutter screens to prevent accumulation of leaves/debris Corrosion resistant, noncombustible, 1/4" maximum opening roof and attic vents This project is required to meet the same p actical effect guidelines o� R :�� is gr,e a�t,lched PRC4290 CL TOM BROWN LANE TO SKYWAY - PL = 368.68' __T ----------------- _._i _._._._._._ _._._._._._._._. 77 ._._._._.T________ 30' 50'BSL --------------- ------------------ - - - - - I r 20' r------------ ------------ --------- --- - ---------I I I r Ckf I I I I 126' (E) RESIDENCE 30' I I I I (N) _ 14 r (E) 1500 28'x44' I I r- GAL.SEPTIC SHOP I II p I I i TANK I I ry N I I I o III I I I I o I LEACHE FIELD j ---I � 15' I I I I I I I SECONDARY LEACH FIELD I PEANNING DIVISION- BUILDING PLAN APP I E 5DRAINAGE EASEMENT I U+: Date: < <� 6I��-----------------------------------J P�°n9' Landscaping; I I I Other. L._._--_._l._._._.�. �I._._._._._._._._._._._._._. •SJ' nature:-- , 7'-6' � PL = 368.68' —7'-6" LJ (E) DRAINAGE TO s „. , �r,1� LITLE BUTTE CREEK File C Y ��..DIP,--Ji REVISIONS Q cn ERIC M. CHAFFEE Owner i A,1 4 ` f_% 8 0. SIGNA RE: APN (6 — o.— ,m BP#_ C) `7 01-7 ¢ _ � �_ '71 iz DATE: 01 /23/20q SITE PLAN FOR NEW 28'x44' SHOP (/ SCALE: AS NOTED 1 " : 40' SHEET NUMBER: 1 OF 1 BY M D M r —D -I O Z 0 v f F C m G7 cn 0 0 � z 0 0 o o � a n n 0 O O m oK o� N o C) N O O m O D O mw Z mcs+ Z C-) D n Z U Z X M >< r O p (n N W D C) m D a rrrl rrl rTl r D OD M atw FUN O O Z Z O 6J � rn rn '7 a �, G1 n o m D PROSSER SHOP — 28'x44' It S�o4& CAA c m o M John Prosser G�S�O �LICF �C K: N 0 n 6330 Tom Brown Lane (530) 870-3370 BUILDERS OF QUALITY En m Z w Magalia, CA 95954 SHOPS & GARAGES p' n ®® ® OFFICE HOURS 7AM-7PM D Im ® MONDAY - SATURDAY O ~ m ELEVATIONS®® Ln m CA UC. 887265 14 c Z D z cn C) o D M I D -Tl m C D O m M V w x. 7 z O \ _ T O 0 N o 0Lil I OCo Z C 7 qz D D z cn w v -Tl x Z C7 -0 K D C N D D C D Cn D C x. 7 Z M K = NCD _ T 0 ��K � (m � �'cm I OCo Z C 7 qz D oN N��m zmm zm- =: C-) -1 Om m— N Z O O N O ;UZ= � m O K:W Z C-) V)0 oz z N N Z Dr N N r*� O r N D == M,r � r O D O Z O CD M O oX-+ � = CO 0 �NZ -� DD -0r --A M D cxlm p D� �'zc z0� m � - r D D m O -0 S> � = z �m Onm cn=� n m N D O � Z .Z7 = D N m p O � D O D C Fr, m z N c0i� o c') --'-i r^�z 0 D� v D C7 V)70 _Tl Z 0 PROSSER SHOP — 28'x44' M John Prosser X 0 6330 Tom Brown Lane K: I Magalia, CA 95954 C7 D MFOUNDATION PLAN M M .�O�S�o4 & CA�CF G�}S vc (530) 870-3370 BUILDERS OF QUALITY SHOPS & GARAGES ®®® OFFICE HOURS 7AM-7PM D ® ® MONDAY -SATURDAY CA UC. 667265 1 M N z cn GENERAL BUILDING NOTES: 1) CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING CODES AND ORDINANCES: • . 2001 CALIFORNIA BUILDING CODE (CBC) 2001 MECHANICAL CODE 2001 CALIFORNIA PLUMBING CODE • 2005 CALIFORNIA ELECTRICAL CODE • 2001 CALIFORNIA ADMINISTRATION CODE • APPLICABLE LOCAL CODES AND ORDINANCES 2) U.N.O. NAILING SHALL CONFORM TO THE NAILING REQUIREMENTS SET FORTH IN TABLE 23 -II -B OF THE 2001 CBC. 3) 2X4" WALL STUD SPACING = 16" O.C. 4) ACCESS TO ALL ATTIC AREAS SHALL BE PROVIDED PER CBC 1505.1 5) ALL HARDWARE SHALL BE SIMPSON STRONG TIE OR EQUIVALENT AND INSTALLED WITH QUANTITY AND TYPE OF FASTENERS REQUIRED TO ACHIEVE THE MAXIMUM LOADS INDICATED IN THE MANFACTURER'S LITERATURE. 6) TOP PLATES SHALL BE SPLICED ACCORDING TO DETAIL D14 ON SHEET 06. 7) INSTALL SIMPSON H2.5 CLIPS AT EACH END OF EACH TRUSS. AS AN ALTERNATIVE TO H2.5 CLIPS, INSTALL SIMPSON A-35 OR RBC CLIPS AT EACH EAVE BLOCK. 8) UNLESS NOTED OTHERWISE, ALL DOOR AND WINDOW HEADERS SHALL BE 412 DF -L NO. 2 AND BETTER. I O" CDX OR OSB WITH 8D COMMON NAILS AT 6":12" (EN:FN), MINIMUM PANEL LENGTH = 4' 38'-6" -6" R1 P1 SS S5 25' MAX, TYP- O O1 i I I 3068 /,�! DOOR I I o I � C)= i 2 D N Ii 1O I I I R2 R2 S5 a S5 14'-6" B7 3.5"x16" LP GANGLAM 2� 2.OE, S=2950 PSI IoW W �00 ri 5'-6" i I I 16080 oil 16080 oil I 1 I OVHD DOOR i OVHD DOOR I R1 S5 12' 20' 12' REVISIONS X 00 N a C4> U ERIC M. CHAFFEE FLOOR FRAMING PLAN `ATE �U. 'URE �00 N BUILD \G D��r " 1 ' DATE: 01/2,f/2;07 APPROVED SCALE: AS NOTED SHEET NUMBER: 3 OF 5 BY 0 '6 o Q a B7 W 0 ry n ERIC M. CHAFFEE FLOOR FRAMING PLAN `ATE �U. 'URE �00 N BUILD \G D��r " 1 ' DATE: 01/2,f/2;07 APPROVED SCALE: AS NOTED SHEET NUMBER: 3 OF 5 BY 0 0 c o� .'T7 N —I -0 N joZ =cm - N SOW C_ C cn I .-OD cnM Z Z z M --I � F: M Dz -1 O O ccnm �m � M N o y 00= (A 3> D O O C Z C 7 cNno m O �c m� n�0 N c M cn O oc Z N D N PROSSER SHOP - � O D_ZNr M N Z A O O O r r N p O N y 00= (A 3> r> fA*ly TI SpA= z -r pyom sc>g8 zZmo Z7 D co N N m c0 Oy r pN Z Z y N S m m m p y o � O y r i�Z cZ Z = -9 m ROOF PLAN c � m pM m Or m 0y m m m D O� E2 am Z z O m o� C)o mcg p o � m cD o v � D O O C Z C 7 cNno m O �c m� n�0 N c M cn O oc Z N m D N PROSSER SHOP - � m M ..........--•r -..- .................. ............ ..-..-----..I............. ....... .._._-- M John Prosser 0 6330 Tom Brown Lane co N Magalia, CA 95954 Z N C7 O M O 1 = -9 m ROOF PLAN c t A x i N m D N PROSSER SHOP - � m M z M John Prosser 0 6330 Tom Brown Lane co N Magalia, CA 95954 Z N C7 O M O 1 = -9 m ROOF PLAN c 28'x44' COs�o4 & C V �C� GAS �Vc Q BUILDERS OF UALITY (530)870-3370 SHOPS & GARAGES [a OFFICE HOURS 1AM-7PM M MONDAY -SATURDAY CA UC. 887265 inzA E) fl J" CDX OR OSB —7---\ NAILED AT 6":12" (EN:FN) 2x6 BARGE RAFTER 2X4 OUTRIGGER ®48" O.C. LET IN TO TRUSS 2X4 LATERAL BRACING AT 45'-60' — PER TRUSS CALCULATIONS W/ 3-16D NAILS AT EACH END FN BOTTOM CHORD OF TRUSS TO - 2x4 NAILER AS SPECIFIED IN BRACED WALL/SHEAR WALL SCHEDULE PLYWOOD JOINT I" BRACED WALL/SHEAR PANEL NAILED PER SCHEDULE 2x4 NAILER FACE NAILED TO DBL TOP PLATE PER BRACED WALL/SHEAR SCHEDULE DBL 2X TOP PLATE 2X #2 DF -L STUDS ® 16" OC R2 ) SHEAR TRANSFER - GABLE END WALL NO SCALE DBL 2X TOP PLATE J" CDX OR OSB PANEL NAILED W/ 8D NAILS AT 6":12" (EN:FN). MINIMUM 4X4 POST OR 2-2X4 POST STITCHED W/ 16D NAILS AT 12" O.C. HTT16 HOLD-DOWN WITH SSTB16 ANCHOR FOR MONOLITHIC PLACEMENT, SSTB20 FOR SEPARATE SLAB/FOOTING PLACEMENT PT SILL PLATE 2-4"X10 ANCHOR BOLTS 1-#4 BAR AT TOP AND BOTTOM P 2 ALTERNATE BRACED WALL PANEL O NO SCALE r TRUSS J" CDX OR OSB NAILED AT 6":12" (EN:FN) EN TO 2X SOLID - BLOCKING p1 BRACED WALL PANEL10 NO SCALE PLATE I" CDX OR OSB DANIEL NAILED W/ 3D NAILS AT 6":12" ;EN:FN). 'MINIMUM ?X4 END POST IT SILL PLATE -}"X10 ANCHOR BOLTS -#4 BAR AT TOP \ND BOTTOM X STUDS ® 16" OC ABs PER SCHEDULE T SILL 4" CONCRETE SLAB W/ 6 6x6 - 10/10 W.W.F. 27 2" SAND OR "WHEN A VAPOR BARRIER IS GRAVEL SPECIFIED ON FOUNDATION PLAN, 2" SAND SHALL BE PROVIDED AND PLACED OVER 6 MIL VAPOR BARRIER, I-12 OVER 2" GRAVEL, 1-#4 AT TOP AND OVER UNDISTURBED GROUND BOTTOM (CONTINUOUS) F1 EXTERIOR FOOTING - SHEAR TRANSFER NO SCALE STUDS 0 16" OC PER SCHEDULE SILL 4" CONCRETE SLAB W/ I 6x6 - 10/10 W.W.F. 2" SAND OR "WHEN A VAPOR BARRIER IS g GRAVEL SPECIFIED ON FOUNDATION PLAN, 2" 1 SAND SHALL BE PROVIDED AND PLACED OVER 6 MIL VAPOR BARRIER, OVER 2" GRAVEL, I--12 =-I 1-44 AT TOP AND OVER UNDISTURBED GROUND BOTTOM (CONTINUOUS) F2 INTERIOR FOOTING - SHEAR TRANSFER rF2 NO SCALE BUTT, ^A Ikpry TOP PLATE SPLICE W/ 2-16D 8-16D NAILS ON BOTH COMMON OR BOX NAILS ON SIDES OF WALL BOTH SIDES OF BUTT SPLICES INTERSECTIONS IN LOWER TOP PLATE WALL INTERSECTION 16D COMMON OR BOX NAIL ® 16" O.C. NOTE: TOP PLATE SPLICE NAILING SHOWN ABOVE IS REQUIRED AT ALL EXTERIOR WALLS (DIAPHRAGM BOUNDARIES) AND OVER ENTIRE LENGTH OF ANY WALL CONTAINING A SHEAR WALL. D14 STANDARD TOP PLATE SPLICE - WALL INTERSECTION NO SCALE STUDS 16" U. Ll. REVISIONS 1-H2.5 OR H1 CLIP AT EACH END OF EACH TRUSS OR EN BRACED 1-A35 ANGLE CLIP AT EACH WALL/SHEAR PANELSS EAVE BLOCK. DBL 2X TOP PLATE BRACED WALL PANEL 2X #2 DF -L STUDS ® 16" OC OR SHEAR PANEL 0 o . PER SCHEDULE a R1 SHEAR TRANSFER - EAVES OVER EXTERIOR WALLS NO SCALE 22 a p1 BRACED WALL PANEL10 NO SCALE PLATE I" CDX OR OSB DANIEL NAILED W/ 3D NAILS AT 6":12" ;EN:FN). 'MINIMUM ?X4 END POST IT SILL PLATE -}"X10 ANCHOR BOLTS -#4 BAR AT TOP \ND BOTTOM X STUDS ® 16" OC ABs PER SCHEDULE T SILL 4" CONCRETE SLAB W/ 6 6x6 - 10/10 W.W.F. 27 2" SAND OR "WHEN A VAPOR BARRIER IS GRAVEL SPECIFIED ON FOUNDATION PLAN, 2" SAND SHALL BE PROVIDED AND PLACED OVER 6 MIL VAPOR BARRIER, I-12 OVER 2" GRAVEL, 1-#4 AT TOP AND OVER UNDISTURBED GROUND BOTTOM (CONTINUOUS) F1 EXTERIOR FOOTING - SHEAR TRANSFER NO SCALE STUDS 0 16" OC PER SCHEDULE SILL 4" CONCRETE SLAB W/ I 6x6 - 10/10 W.W.F. 2" SAND OR "WHEN A VAPOR BARRIER IS g GRAVEL SPECIFIED ON FOUNDATION PLAN, 2" 1 SAND SHALL BE PROVIDED AND PLACED OVER 6 MIL VAPOR BARRIER, OVER 2" GRAVEL, I--12 =-I 1-44 AT TOP AND OVER UNDISTURBED GROUND BOTTOM (CONTINUOUS) F2 INTERIOR FOOTING - SHEAR TRANSFER rF2 NO SCALE BUTT, ^A Ikpry TOP PLATE SPLICE W/ 2-16D 8-16D NAILS ON BOTH COMMON OR BOX NAILS ON SIDES OF WALL BOTH SIDES OF BUTT SPLICES INTERSECTIONS IN LOWER TOP PLATE WALL INTERSECTION 16D COMMON OR BOX NAIL ® 16" O.C. NOTE: TOP PLATE SPLICE NAILING SHOWN ABOVE IS REQUIRED AT ALL EXTERIOR WALLS (DIAPHRAGM BOUNDARIES) AND OVER ENTIRE LENGTH OF ANY WALL CONTAINING A SHEAR WALL. D14 STANDARD TOP PLATE SPLICE - WALL INTERSECTION NO SCALE STUDS 16" U. Ll. REVISIONS X 00 N BY aIn CIS In O o oU Q� a} �D 0 o . w^ a ¢o 0 C7 22 a v� X23 0 U) Wa Q0 �z O 0� acn Cq DRAW ERIC M. CHAFFEE o 00 U� M QO , ooM o �-®®®,9 O 70 S X 00 N BY DATE: 01/23/2047 SCALE: AS NOTED SHEET NUMBER: 5 OF 5 aIn CIS In O o oU c,r) 0 o . w^ w U) G O ry a_ DRAW ERIC M. CHAFFEE DATE: 01/23/2047 SCALE: AS NOTED SHEET NUMBER: 5 OF 5