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056-120-022
F' 56-12"22 2748-91B ROGERS, Gregory t _ 9787 Cohasset Rd, Cohasset (new detached garage) Q2-- 6 12=0-022', ,`: ,rt '93-2527- BPEM ROGERS, GREGORY &'BEVERLY, , 9787 COHASSET RD, COHASSET CONTR: SPUT SHARP NEW SF 056-120-022 -:ROGERS GREGORY 06=1848 9787 COHASSET RD,.CHICO Cont: THE BUILDING CO F A -G GARAGE(DET) j 1307-0214 056-120-022 MISCELLANEOUS _ Electrical ELECT. TO GARAGE 9789 COHASSET RD -67 ROGERS, GREGORY F & BEVERLY u L 0 v USE PERMIT #93-31 056-.1210202r 5 +to allow 2nd swelling in TM -2'2 Zone Gregory & Beverly Rogers' R. Cohasset Rd., Chico 8/17.%931w .r K. ,10 - . 2 1 Ln 119 I� PPrST M"Le BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 4 INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B07-0214 Issued: 02/05/2007 Address: 9789 COHASSET RD Area: COHASSET Owner: ROGERS, GREGORY F SAPN: 056-120-022 Applicant: ROGERS, GREGORY F 6Map Page: Permit Type: Electrical Description: ELECT. TO GARAGE 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 APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 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 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 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 C a -(o-©-7 Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 - - Finals - - - Building Final 802 Electrical Final 803 bC a -Go -o Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 Public Works Fina 538-7681 Fire Department/CDF 538-7111 Env. Health Final 538-7281 Sewer District Final * *PROJECT FINAL 801 L4, 10 -a0 -rrolect rmai is a o—ernucate of occupancy for txesiaennai vnry) 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 Inspector Copy �L T v eco ✓ L 2 _ J 'COUNTY OF BUTTE' " , BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional Date �'-0-7 Inspector Nr1FFA I-7E-iL REV 4/05 Phone # �,� 2— FOR FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 v De Grzc stilnl,.lf, ELre-7WOnc= �t�ttill„ - r -)L --0 coUE 2 -Te0VcH Date D — - Inspector _ REV 4/05 Phone# .moi 3�'"Glia z2 �v FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION 'r DEPARTMENT OF DEVELOPMENT. SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 { CORRECTION -NOTICE 2or res X07- ( Y r� e-1 OWNER PERMIT NO. ^^ fs 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 -ins i?ction when correction of work is completed. If you have any questions pertaining to thi matter, or need additional explanation, please contact the Building Inspector as indicated 4dlow. v De Grzc stilnl,.lf, ELre-7WOnc= �t�ttill„ - r -)L --0 coUE 2 -Te0VcH Date D — - Inspector _ REV 4/05 Phone# .moi 3�'"Glia z2 �v 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: 9789 COHASSET RD Owner: permit No: B07-0214 APN: 056-120-022 ROGERS, GREGORY F & BEVE Issued Date: 02/05/2007 By TMP Permit type: MISCELLANEOUS 9789 COHASSET ROAD Subtype: Electrical CHICO, CA 95926 Expiration Date: 02/05/2008 Description: ELECT. TO GARAGE (530) 899-2875 Occupancy: Zoning: TM2 Contractor Applicant: Square Footage: DAWSON ELECTRIC ROGERS, GREGORY F & BE` Building Garage Remdl/Addn P O BOX 6073 9789 COHASSET ROAD CHICO, CA 95927 CHICO, CA 95926 (530)891-6506 (530)899-2875 Other Porch/Patio Total FEE INFORMATION DBE 200 amp and larger circuit $54.90 Total Charged: $54.90 Fees Paid: $54.90 Balance Due: $0.00 Receipt No: B1730 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires DAWSON ELECTRIC C318167 / C 10 / 03/31/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for following the 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, I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 also requires the applicant for such permit to file a signed statement that he or she is licensed (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 X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil than five hundred 02/05/2007 penalty of not more dollars [$500); Please check one of the following: Contractor's Signature Date ❑ 1, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: Law does not apply to an owner of the property, who builds or improves thereon, and who does I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR E] the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one 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 Section 3700 of the Labor Code, for ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Cartier: Policy Number: Exp. Date: Contractors License Law.). (This section need not be completed if the permit is or one hundred dollars ($100) or ess. I�I I AM EXEMPT under Section B. 8 P.C. for this reason: u ❑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 02/05/200 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 02/05/2007 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 Signature Date ordinances, rules, regulations, and State laws relating to building WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal 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 permit. I hereby acknowledge thatt is issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owners behalf. CONSTRUCTION LENDING AGENCY 02/05/2007 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Name of Permittee [SIGN] Print Date aOwner 1:1 Contractor OR; E]Agent for Owner ❑Agent for Contractor INSPECTOR COPY Lenders Address City State Zip 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: 9789 COHASSET RD Owner: Permit No: B07-0214 APN: 056-120-022 ROGERS, GREGORY F & BEVE Issued Date: 02/05/2007 By TMP Permit type: MISCELLANEOUS 9789 COHASSET ROAD Subtype: Electrical CHICO, CA 95926 Expiration Date: 02/05/2008 Description: ELECT. TO GARAGE (530) 899-2875 Occupancy: Zoning: TM2 Contractor Applicant: Square Footage: DAWSON ELECTRIC ROGERS, GREGORY F & BE` Building Garage Remdl/Addn P O BOX 6073 9789 COHASSET ROAD CHICO, CA 95927 CHICO, CA 95926 (530) 891-6506 (530) 899-2875 Other Porch/Patio Total FEE INFORMATION DBE 200 amp and larger circuit $54.90 Total Charged: $54.90 Fees Paid: $54.90 Balance Due: $0.00 Receipt No: B1730 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires DAWSON ELECTRIC C318167 / C 10 / 03/31/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 also requires the applicant for such permit to file a signed statement that he or she is licensed (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 X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to 02/05/2007 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 Contractor's License WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: Law does not apply to an owner of the property, who builds or improves thereon, and who does ❑ I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one 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 ❑❑ Section 3700 of the Labor Code, for the I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: Policy Number: Exp. Date: Contractor's License Law.). (This section need not be competed if the permit is or one hundred dollars ($100) or less. ❑ IAM 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 X 02/05/2007 tnj 4,24 employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those W er'S OSI atur Date provisions. X02/05/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply City County Signature Date with all and ordinances, rules, regulations, and State laws relating to building WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE 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 HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, in any way connected with the issuance of this permit. I hereby acknowledge thatt is issuance of this rmit does not the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. pea authorize use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the Pro erty owner or aln authorized to act on the property owner's behalf. CONSTRUCTION LENDING AGENCY 0 02/05/2007 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for prame 9t Pe Ittee GN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) �.A nener [:] ContractorOfZ: EjA ent for Owner 9 Agent for Contractor FILE COPY Lender's Address City State Zip f. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION. CARD 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: 06-1848 Issued: 09/27/2006 Address: 9789 COHASSET RD APN: 056-120-022 Permit Subtype: Private Owner: GREGORY & BEVERLY ROGERS Applicant: GREGORY & BEVERLY ROGERS Description: GARAGE(DET) MUST BE ON JOB SITE JOB SHALL BE READY PRIOR TO CALLING FOR INSPECTION. THE INSPECTION CARD AND APPROVED PLANS MUST BE AVAILABLE FOR EACH INSPECTION OR THE INSPECTION WILL NOT BE MADE AND A RE -INSPECTION FEE MAY BE ASSESSED. ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 !� Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 . Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test 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 403 Do Not Install Floor Sheathing or Slab Until Above Signed Rough Framing 128 �'��0,-43-04 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Roof Nail 129 Shower Pan/Tub Test 408 Fire Sprinkler 702 Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Gas Test 404 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Project Final 801 T, a , 2..5, (c PERMITS BECOME NULL AND VOID 1 YEAR COMMENCED, YOU MAY PAY FOR A 1 YEAR "RENEWAL 30 DAYS PRIOR TO EXPIRATION InspectoF Copy y 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: 9789 COHASSET RD Owner: Permit No: 06-1848 APN: 056-120-022 GREGORY & BEVERLY ROGE Issued Date: 09/27/2006 By KCG Permit type: MISCELLANEOUS 9789 COHASSET RD Subtype: Private Garage/Shop CHICO, CA 95973 Expiration Date: 09/22/2007 Description: GARAGE(DET) (530) 899-2875 Occupancy: Zoning: Contractor Applicant: Square Footage: BUILDING COMPANY GREGORY & BEVERLY ROG Building Garage RemdUAddn PO BOX 931 9789 COHASSET RD 576 MIDDLETOWN, CA 95461 CHICO, CA 95973 Other Porch/Patio Total 707987322 (530) 899-2875 576 FEE INFORMATION Fund 10 BLDG $329.94 Garage - Wood Frame $329.94 SMIP - Residential $1.38 SRA Fees $95.00 Total Charged: $756.26 Fees Paid: $756.26 Balance Due: $0.00 Receipt No: B302 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 BUILDING COMPANY C000000949 / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the 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 09/27/2006 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 WORKERS' COMPENSATION DECLARATION 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 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 AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR E]I 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 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: (This section need not be completed if the permit is or once hundred dollars ($100) or less.) ❑IAM EXEMPT under Section B. 8 P.C. for this reason: —;. ERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS LL- [ 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 9/27/2006 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owfers Sig ature Date provisions. X 9/27/2006 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 SECIRE WORKERS, COMPENSATION COVERAGE IS UNLAWFUL, WARNING: FAILURE TO SEC RE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owner's behalf. 09/27/2006 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for arae P mittee [ ] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner ❑ Contractor OR; DAgent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last NameQ C E - rpt race PueAt Address 97 g eO h A 55e --F l� City C h I Stat Zip n 07<3,O) Fax 0 _ Phone ?0>- E -ma' , t -e 01orn APPLICANT SIGNATURE X For office use only: CONTRACTOR Name -T ie 0 N Address Pl BO 93 City ,yI , / GAN State eq Zip QSy6 Phone ?0>- g) 3;2 2 6 Fax 7.7- W - .3�22 6 E-mail Planner Lic. #9V57-137 Class a APPLICANT SIGNATURE X For office use only: ARCHITECT/ENGINEER Name C/L1 IL - A/ V U Address SRA City No State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT SIGNATURE X For office use only: APPLICANT INFORMATION Name C/L1 IL - A/ V U Address SRA City No State Zip Phone Map Book Fax E-mail Planner APPLICANT SIGNATURE X For office use only: Zoning I TM -2_ I Flood Zone I X I SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BIN # II• Description or Scope of Work: PROJECT LOCATION AP# 056 - 2c) - oo 2 Property Address 2297 e iZ i3 City, ch r c.vc�oh Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address II• Description or Scope of Work: N+ache 6arcle 5`70 Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: crMount: 421 `t .9 W Bldg 2U4 - I tl SRA Receipt M q u104� —7 Sheriff SMIP- Date:41160 Other Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS f The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT. BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site' plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. - If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 �.. �„ n,r,-+tr...'-""'.."'.'Try` ,�,�-�."k.`.,�^^P.�..--ter n-.�•1 �a'� '�'hF1iYA.w.:ir.�"l'�i�.,�,�'R'...a'.ry"K-.r•.^�l r -'moi .i�7' -j I U I [_11 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER D V Proposed Building Use: Permit Technician: L Date: Q Items required in order to ap ly for a per it. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon re of t of the following. items.) : 14`Sanitation and site plan approval from the Environmental Health Department inis Oroville; as applicable 15: Fire Sprinklers........................................................................................ •�_ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ Soils Report and/or Engineered F atio rQ ulred................. t7-.-Soils Control Plan Required.... 1n/ t'..�7.-��...... `�`?11 es as shown on the attached Schedule of Fees Due'Sheet.... ❑ 20. City of Chico Plumbing permit........................................................................ 21. Site plan and business license approval from the City of Biggs .............................. . California Department of Forestry plan approval repaid. Sent by:.... 2 >anning approval for (A) Use: 64- (B) Parking: (C) Parcel Check: ..: ......... ❑ 4. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone D 1 _C;110 -7�_ and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit a plicatin for th abov m nu be d: Plan Check etter 2. Additional items required as ad Ised o the abo ata y O phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, w Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: a4g4 Date: 9-(644, Plans approved by: g-" Date. iC _ -D-6- Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 BUTTE COUNTY H. SE ONLY Plot Plan Attached Floor Plan Attaded--�E AUG 0 6 2006 Sent to BD/DS 6t ! -bZ 8 7t_5" 4 - TO:. Building Division — Development Seivice�ss,�Tr �►�,�� YcEs ?-7-0 6 FROM: Environmental Health is / ff SUBJECT: Sanitation Clearance /20 97 87S6—lZ6~ 622 O er Location AP# . Plan Approved for: Sewage Disposal: X' Wat r Supply: Public Private Well X Clearance for �0G 7c+ � . Other w o Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date Building Clearance 9/2005 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-5366 Facsimile ADMINISTRATION " BUILDING " PLANNING August 8, 2006 Gregory and Beverly Rogers 9789 Cohasset Road Chico, CA 95973 Subject: Building Permit 06-1848 (APN 056-120-022); Ga ge Dear Mr. & Ms. Rogers, The Butte County Department of Development Services, PI ng Division, has reviewed the submitted permit application, and requires the following inf rmation in order to continue the review: ❑ Creation Deed ❑ Site Plai Resubmit — Follow Requirements ® Erosion Control Plan ❑ Setbacq Conformance ❑ Watershed Protection Zone ❑front Yard ® Cohasset Specific Plan ❑ ide Yard ❑ Subdivision Map Note Rear Yard ❑ Off -Street Parking; Development Standards ❑ Special Setback or Parcel Limitation ❑.Parking for Specified Use Federal Aid Road/Arterial ❑ Lot & Landscaping Requirements Easement ❑ Oak Tree Plan Subdivision Map Condition/Note ❑ SRA Setback* I E:]Noo Chico Specific Plan — Erosion Control ❑ Fire Sprinklers* I ❑ N tification Only — No Action Required Ll Other: The requested information, or notification, is describe , on the included hand-outs. You will also be given some brief direction, on the following age, of how the information should be submitted or returned to the County. Should you ave further questions please contact the Planning Division between the hours of 7:30 a.m. an 4:30 p.m. Monday through Friday at (530) 538-7601, or the appropriate Department/Division id ntified in the handout. Sin ely, (,r Lana Adler Contract Planner Erosion Control Plan. An erosion control plan is required if the subject parcel is located in the North Chico Specific Plan Area, Cohasset Specific Plan Area, a Watershed Protection Zone, or is required by a subdivision/parcel map (please see below for the specific note). The purpose of the plan, and its implementation, is to protect watersheds and adjacent property owners. An erosion control plan will identify how disturbed soil will be stabilized. The proposed structure(s) cannot be approved without an approved erosion control plan. Please submit an erosion control plan, prepared by a qualified professional, to the Planning Division at: Department of Development Services Planning Division 7 County Center Drive Oroville, CA 95926 Specific Plan or Zone:. ❑ North Chico Specific Plan (see below: NCSP) ® Cohasset Specific Plan ❑ Watershed Protection Zone Mitigation/Condition Notes: ❑ Limit soil work to periods of dry weather between April 15 to November 15 unless an erosion control plan for wet weather conditions is prepared by a civil .engineer or other qualified professional and approved by the Department of Public Works. Mulch protect, Hydro -seed, or otherwise stabilize the soil on all areas that have been disturbed or have been cleared of vegetation and are of erodible material. Note: this note disallows development to occur between November 16 and April 14, unless an erosion control plan for wet weather development has been submitted and approved. NCSP: ❑ Note to be placed on site plans: limit soils work to periods of dry weather between April 15 and November 15. Mulch protect, Hydro -seed, or otherwise stabilize the soil on all areas with a slope of 10% or greater that have been disturbed or have been cleared of vegetation and are of erodible material. Note: an erosion control plan does not need to be submitted to this department for a parcel located in the NCSP, unless otherwise identified. O,c 0 0 0 0 0 5 %6c EROSION WOP� EROSION CONTROL PLAN SUBMITTAL REQUIREMENTS July 7, 2005 Butte G`our3tyDepartrnelito.f-Developxne]2tSel-rnces °$`'rrf° 7 County Center Drive ' O Oroville, CA 95965 ° (530) 538-7601 Telephone e011111y (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I• hereby acknowledgd: a I need to submit applications for septic andlor well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation -clearance to the Building Division as soon as clearance is obtained a . I am responsible for notifying Development Services, in writing, to stop processi►tg of the application and to arrange for' disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the -building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other.. entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/spmies). Please print: Applicant Name:, o 9 e 2 APN: (jS Building site address: Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SI NA RE F APPLICANT DATE Department of Public Works J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE x X Project Description: Project Location and/or Parcel Number: Q196—/an OQP -oed By signing'below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: --Date'-- Less than I Acre NPDES & SWPPP Compliance Certification STORM WATER POLLUTION PREVENTION PLAN FOR: 9787 COHASSET ROAD BUILDING PERMIT APN: 056-120-022 OWNER: GREGORY ROGERS Phone — (530) 899-2875 9787. Cohasset Road Cohasset, CA 95973 CONTRACTOR'S STORM WATER POLLUTION PREVENTION MANAGER: Gregory Rogers — Owner/Contact Phone- Above SWPPP PREPARED BY: LUMOS & ASSOCIATES Phone — 530.899.9503 3259 Esplanade, Suite 102 Chico, California 95973 SWPPP PREPARATION DATE: SEPTEMBER 12, 2006 �jMM�� dN Gu1^/ ESTIMATED PROJECT DATES: Start of Construction — 9/15/06 Completion of Construction — 1/30/0ECEND SEP 12 2906 COUNTY OF BUTTE LAND DEVELOPMENT DtV. TABLE OF CONTENTS I. Project Information.............................................................................................................1 II. Section A — Storm Water Pollution Prevention Plan (SWPPP) Source Identification..................................................................................................1 Erosion and Sediment Control...................................................................................3 List of Contractors/Subcontractors............................................................................4 III. Section B — Monitoring Program and Reporting Requirements General....................................................................................................................... 4 Monitoring & Reporting Program.............................................................................5 Records and Certificates............................................................................................6 Certification...............................................................................................................6 SWPPP ATTACHMENTS ATTACHMENT A............................................................................ BMP Miscellaneous Details ATTACHMENT B..................................................................................Erosion Control Site Plan I. PROJECT INFORMATION Project Name: 9787 COHASSET ROAD BUILDING PERMIT — APN 056-120- 022 Project Location: 9787 COHASSET ROAD COHASSET, CALIFORNIA 95973 Contact Person: GREGORY ROGERS Owner's Mailing Address: 9787 COHASSET ROAD COHASSET, CALIFORNIA 95973 The construction consists of the following construction features that pertain to the storm and surface water elements: ➢ Clearing and grubbing of approximately .01 acres +/- for construction of 576 sf garage structure. II. SECTION A - STORM WATER POLLUTION PREVENTION PLAN (SWPPP) A. Source Identification 1. Enclosed herewith is.a drainage basin map that shows the project location and its relation to the existing drainage basin. 2. General Descriptions: ➢ There are no existing site features that are known to contribute pollutants to storm water. ➢ No toxic materials are to be treated, stored, disposed or spilled on the construction site. All fueling of construction vehicles will be done from a fueling and lubrication truck on the construction site. No fuel tanks will be placed on site. ➢ All equipment will be stored in an area clear of any storm water drainage systems. ➢ Other construction materials which are to be utilized on site and how they will be handled is as follows: Page 1 of 6 ' * Timber formwork: Will be protected from storm waters until constructed as formwork. When construction is completed the formwork will be removed from the site for disposal or re -use. * Timber roof trusses: Will be fabricated off-site, brought to the site ' and erected immediately. No on-site storage is anticipated for these trusses. * Concrete: All concrete will be mixed off-site, brought to the site by truck, and placed directly into the formwork. No on-site storage of cement, aggregate, sand, etc., utilized to make concrete, is ' anticipated for this project. Left over 'concrete debris shall be allowed to set and will be disposed of with solid waste materials as ' described herein. Washing of concrete trucks will not be allowed onsite. ' * Masonry: All masonry block will be stored on-site as required. This block will be protected from storm water by vinyl sheets until constructed in place. The grouting for masonry will be mixed on- site; however, this procedure will be in containers with a negligible amount of residue disposed of on-site. ' * Wood siding: All siding will be brought to the site and erected immediately. However, if on-site storage is required, a storage area will be prepared within the staging area, which allows for proper drainage of storm waters to the storm water collection system. ' * Structural and miscellaneous steel: It will be the basic approach to erect all structural and miscellaneous steel as it arrives on-site with a minimum of on-site storage. The steel itself will not contain any ' components which could pollute the storm water system. ' * Asphalt: All asphalt will be mixed off-site, brought to the site by truck and placed directly onto the roadway. ' * Sand and Gravel: All sand and gravel will be protected from storm waters until it is used. It will be stockpiled in areas (such as staging area) that are outside of the storm drainage system and will be encompassed using straw wattles or silt fences. ➢ Temporary "construction" roads will not be utilized. In this way, ' construction access, materials receiving, and storage areas will be limited to the areas on-site which are properly drained and which do not interfere with the proposed and existing site drainage. IPage 2 of 6 ➢ Solid wastes shall be loaded directly into trucks for off-site disposal. Hazardous wastes shall be stored in watertight shipping containers, clearly ' marked, and segregated in an area away from non -waste materials. See BMP's within Attachment "A" of these documents. ' 3. Pollutants ➢ Due to the nature of excavations required for the construction of this project, no pollutants are expected to be present in any storm water discharges (other than sediments). 4. Site ' ➢ The project is located on a 4.26± acre parcel. Prior to construction, the site is primarily wooded terrain having a slope of roughly 6% with native vegetation consistent with area. It is estimated that before construction, the existing site had a run-off coefficient of approximately 0.40. ➢ After construction is completed, it is estimated that the site will have a runoff coefficient of approximately 0.40. Final impervious area including building roofs and paved surfaces will encompass less than 0.01 acres, or less than 1% of the site. 6. Preliminary Construction Activity Schedule: ➢ Clearing and Demolition — 9/15/06 to 10/15/06 ➢ Rough Grading — 9/15/06 to 10/15/06 ➢ Utility Installation —10/15/06 to 11/30/06 ➢ Pour Building Foundations/Slabs — 10/15/06 to 11/1/06 ➢ Building Construction —11/1/06 to 1/30/07 Erosion and Sediment Control The following erosion and sediment controls shall be installed in advance of predicted rainfall events and shall be maintained in place during the period between October 15`h and April 15`h each year until the building construction has been completed and the landscaping has germinated and is established: 1. Slope and Soil Stabilization: Fill and cut slopes shall be maintained at slope of 3:1 or flatter during construction. Final grading shall conform to the grades and slopes specified on the construction drawings and shall be compacted immediately Page 3 of 6 1 1 1 1 1 1 1 1A. I 1 1 1 after construction. Loose material along the slopes shall be removed and placed. in non -cut or fill .areas as directed by the Owner. During the period between October 15 and April 15, all sloped areas and areas where land clearing has been performed, shall be stabilized using a hand broadcast layer of loose straw or a grass seed mixture, or by hydroseeding. 2. Perimeter Protection: Prior to construction, straw wattles, fiber rolls or silt fencing barriers are to be installed around the perimeter of the construction site, in areas in which site runoff flows away from property, to minimize sediment from crossing project boundaries. Careful attention shall be practiced to minimize sediments from running off the project site, onto adjacent public roads, and properties. All landscaped areas are to be protected with sand bags or straw wattles. 3. Stabilized Construction Entrance: A stabilized construction entrance shall be constructed at the ingress and egress point from the project site. It will be constructed of a filter cloth barrier under a gravel pad and will be placed over soil, up to the paved area. This construction entrance will aid in minimizing mud and sediment from leaving the site. . List of Contractors/Subcontractors The contractor and subcontractors responsible for the on-site construction will be as follows 1. General contractor: ............. Gregory Rogers 9787 Cohasset Road Cohasset, CA95973 (530) 899-2875 SECTION B - MONITORING PROGRAM ANDREPORTING REQUIREMENTS General Gregory Rogers, the General Contractor, will be responsible for carrying out the SWPPP. Contact Information Gregory Rogers 9787 Cohasset Road Cohasset, CA95973 (530) 899-2875 Page 4 of 6 B. Monitoring & Reporting Program 1. The Owner will monitor and manage all phases of the construction. Therefore, in the everyday construction operations, the Owner will be responsible for monitoring all phases of the SWPPP. They will monitor before and after storm events, monitor the erosion control procedures outlined on the drawings and, in general, verify that no pollutants are entering the storm water system. The owners and construction management staff will be trained to monitor the SWPPP, and ' also to make certain that the contractor(s) are fully aware of the program prior to .the start of any construction. Training shall be both formal and informal and shall occur on an ongoing basis. It should also include training/workshops offered by lSWRCB, RWQCB, or by locally recognized agencies or professionally authorized organizations. ' 2. The contractor or qualified person in charge of overseeing BMPs shall have a copy of the general permit and SWPPP and will have the documents onsite at all times and during all construction activities. 3. Construction site inspections should be conducted before an anticipated storm, during an extended event, and following the actual storm to identify areas contributing to a discharge of storm water associated with a construction activity. 4. For each required inspection, the discharger at a minimum, shall complete a checklist that includes the following information: ➢ Inspection date. ➢ Best estimate of beginning, amount, duration of last storm event, including time elapsed. ' ➢ Description of inadequate BMPs. ➢ If it is possible to safely access during inclement weather, list observations ' of all BMPs: erosion controls, sediment controls, chemical and waste controls, and non -storm water controls. Otherwise, list result of visual inspection at relevant outfall, discharge point, or downstream location and projected required maintenance activities. ➢ Lists corrective actions required, including any changes to SWPPP necessary and implementation dates. ➢ Inspectors name, title, and signature. The checklist shall be prepared using the inspection checklist form. provided by the SWRCB or RWQCB, or on other forms with equivalent information. IPage 5 of 6 � o 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 Records and Certificates The Owner, or qualified personnel will be responsible for keeping records of all inspections, corrections required, follow-up actions, and verifying that the contractor is utilizing the best management practices. They must annually certify (by July Vt of each year), that the project is in compliance. Certification "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry. of the person or persons who manage the system or those persons directly responsible for gathering the information, the'information submitted is to the best of knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Name This SWPPP was prepared by: Name Signatu QRt;FESS,Q�� -1 E. No. 31669 Exp. 12P31M "• CIV%%_ CALIVF Page 6 of 6 Title 9-ia-o Date Title J rt l Z b6 Date J z ATTACHMENT «A�� BEST MANAGEMENT PRACTICES INDEX: 1. Water Conservation Practices: (NS 1) 2. Paving and Grinding Operations: (NS3) 3. Silt Fence: (SE1) 4. Fiber Rolls: (SE5) 5. Straw Mulch: (SS6) 6. Stabilized Construction Entrance/Exit: (TC 1) 7. Wind Erosion Control: (WE1) 8. Material Delivery and Storage: (WM1) 9. Stockpile Management: (WM3) 10. Solid Waste Management: (WM5) 11. Hazardous Waste Management (WM6) Water Conservation Practices NS -1 Description and Purpose Water conservation practices. are activities that use water during the construction of a project in a manner that avoids causing erosion and the transport of pollutants offsite. These practices can reduce or eliminate non-stormwater discharges. Suitable Applications Water conservation practices are suitable for all construction sites where water is used, including piped water, metered water, trucked water, and water from a reservoir. Limitations ■ None identified. Implementation ■ Keep water equipment in good working condition. ■ Stabilize water truck filling area. ■ Repair water leaks promptly. ■ Washing of vehicles and equipment on the construction site is discouraged. Objectives EC Erosion Control ✓ SE Sediment Control ✓ TC Tracking Control WE Wind Erosion Control NS Non-Stormwater ✓ Management Control WM Waste Management and Materials Pollution Control Legend: ✓ Primary Objective ✓ Secondary Objective Targeted Constituents Sediment ✓ Nutrients Trash Metals Bacteria . Oil and Grease Organics Potential Alternatives None ■ Avoid using water to clean construction areas. If water must be used for cleaning or surface preparation, surface should be swept and vacuumed first to remove dirt. This will minimize amount of water required. S l- , t-Callfornia water allty Association January 2003 California Stormwater BMP Handbook 1 of 2 Construction www.cabmphandbooks.com r. NS -1 Water Conservation Practices ■ Direct construction water.runoff to areas where it .can soak into the ground or be collected and reused. ■ Authorized non-stormwater discharges to the storm drain system, channels, or receiving waters are acceptable with the implementation of appropriate BMPs. ■ Lock water tank valves to prevent unauthorized use. Costs The cost is small to none compared to the benefits of conserving water. iInspection and Maintenance ■ Inspect and verify that activity based BMPs are in place prior to the commencement of ' authorized non-stormwater discharges.. ■ Inspect BMPs subject to non stormwater discharges daily while non-stormwater discharges are occuring. ■ Repair water equipment as needed to prevent unintended discharges. - Water trucks ' - Water reservoirs (water buffalos) - . Irrigation systems - Hydrant connections y References Stormwater Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual, State of California .Department of Transportation (Caltrans), November 2000. 1 2 of .2 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbodks.com . t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Paving and Grinding Operations. NS -3 Description and .Purpose Prevent or reduce the discharge of pollutants from paving operations, using measures to prevent runon and runoff pollution, properly disposing of wastes, and training employees and subcontractors. Suitable Applications These procedures are implemented where paving, surfacing, resurfacing, or sawcutting, may pollute stormwater runoff or discharge to the storm drain system or watercourses. Limitations Finer solids are not effectively removed by filtration systems. ■ Paving opportunities maybe limited during wet weather. Implementation General ■ Avoid paving during the wet season when feasible. ■ Reschedule paving and grinding activities if rain is in the forecast. ■ Train employees and sub-contr t ll Objectives EC , Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control NS Non-Stormwater Management Control WM Waste Management and ✓ Materials Pollution Control Legend: ✓ Primary Objective ✓ Secondary Objective Targeted Constituents Sediment ✓ ~ Nutrients Trash Metals Bacteria Oil and Grease ✓ ; Organics Potential Alternatives None CV- ors in po ution prevention and reduction. ■ , Store materials away from drainage courses to preventX�rnla SQ- . stormwater runon (see WM-1, Material Delivery and Storage). rmwater Quality Association ` January 2003 California Stormwater BMP Handbook 1 of 4 Construction www.cabenphandbooks.com 4 t NS -3 Paving and Grinding Operations ■ Protect drainage courses, particularly in areas with a grade, by employing BMPs to divert ' runoff or to trap and filter sediment. ■ If paving involves an onsite mixing plant, follow the stormwater permitting requirements for . industrial activities. ■ Stockpile material removed from roadways away from drain inlets, drainage ditches, and ' watercourses, These materials should be stored consistent with WM7-3, Stockpile Management. ■ Disposal of PCC and AC waste should be in conformance with WM-8, Concrete Waste ' Management. Saw Cutting, Grinding, and Pavement Removal ' ■ Shovel or vacuum saw -cut slurry and remove from site. Cover or barricade storm drains ` during saw cutting to contain slurry. ' ■ When paving involves AC, the following steps should be implemented to prevent the discharge of grinding residue, uncompacted or loose AC, tack coats, equipment cleaners, or unrelated paving materials: ' - AC grindings, pieces, or chunks used in embankments or shoulder backing must not be allowed to enter any storm drains or Watercourses. Install silt fence until structure is stabilized or permanent controls are in place. Examples of temporary perimeter controls can be found in EC -g, Earth Dikes and Drainage Swales; SE -i, Silt Fence; or SE -5, Fiber Rolls. ' - Collect and remove all broken asphalt and recycle when practical. Old or spilled asphalt must be recycled or disposed. Any AC chunks and pieces used in embankments must be placed above the water table ' and covered by at least i ft of material. ■ Do not allow saw -cut slurry to enter storm drains or watercourses. Residue from grinding ' operations should be picked up by means of a vacuum attachment to the grinding machine, should not be allowed to flow across the pavement, and should not be left on the surface of the pavement. See also WM-8, Concrete Waste Management, and WM-io, Liquid Waste ' Management. ■ Dig out activities should not be conducted in the rain. a Collect dig out material by mechanical or manual methods. This material may be recycled for use as shoulder backing or base material. ■ If dig out material cannot be recycled, transport the material back to an approved storage t site. Asphaltic Concrete -Paving ' ■ If paving involves asphaltic cement concrete, follow these steps: ' 2 of 4 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com w Paving and Grinding Operations. Ns-3 ommmmummmomm— Do not allow sand or gravel placed over new asphalt to wash into storm drains, streets, or creeks. Vacuum or sweep loose sand and gravel and properly dispose of this waste by referring to WM-5, Solid Waste Management. Old asphalt must be disposed of properly. Collect and remove all broken as from the site and recycle whenever possible. Portland Cement Concrete Paving ■ Do not wash sweepings from exposed aggregate concrete into a storm drain system. Collect and return to aggregate base stockpile or dispose of properly. ■ Allow aggregate rinse to settle. Then, either allow rinse water to dry in a temporary pit as described in WM-8, Concrete Waste Management, or pump the water to the sanitary sewer if allowed by the local wastewater authority. Sealing Operations ■ During chip seal application and sweeping op&ati6i% petroleum or petroleum covered aggregate must not be allowed to enter any storm drain or water courses. Apply temporary perimeter controls until structure is stabilized. ' ■ Drainage inlet structures and manholes should be covered with filter fabric during application of seal coat, tack coat, slurry seal, and fog seal. ■ Seal coat, tack coat, slurry seal, or fog seal should not be applied if rainfall is predicted to t` occur during the application or curing period. Paving Equipment ■ Leaks and spills from paving equipment can contain toxic levels of heavy metals and oil and grease. Place drip pans or absorbent materials under paving equipment when not in use. Clean up spills with absorbent materials rather than burying. See NS -1o, Vehicle and tEquipment Maintenance, WM-4, Spill Prevention and Control, and WM-1o, Liquid Waste Management. ■ Substances used to coat asphalt transport trucks, and asphalt spreading equipment should not contain soap and should be non -foaming and nori-toxic.: ■ Use only non-toxic substances to coat asphalt transport trucks and asphalt spreading equipment. ■ Paving equipment parked onsite should be parked over plastic to prevent soil contamination. ■ Clean asphalt coated equipment offsite whenever possible. When cleaning dry, hardened asphalt from equipment, manage hardened asphalt debris as described in WM-5, Solid Waste Management. Any cleaning onsite should follow NS -8, Vehicle and Equipment Cleaning. January 2003 California Stormwater BMP Handbook 3 of 4 Construction www;cabmphandbooks.com NS -3 Paving and Grinding Operations Thermoplastic Striping ■ Thermoplastic striper and pre -heater. equipment shutoff valves should be inspected to ensure that they are working properly to prevent leaking thermoplastic from entering drain ' inlets, the stormwater drainage system, or watercourses. ■ Pre -heaters should be filled carefully to prevent splashing or spilling of hot thermoplastic. Leave six inches of space at the top of the pre -heater container when filling thermoplastic to allow room for material to move when the vehicle is deadheaded. ' ■ Do not pre -heat, transfer, or load thermoplastic near drain inlets or watercourses. ■ Clean truck beds daily of loose debris and melted thermoplastic. When possible, recycle thermoplastic material. Raised/Recessed Pavement Marker Application and Removal ■ Do not. transfer or load bituminous material near drain inlets, the stormwater drainage ' system, or watercourses. ■ Melting tanks should be loaded with care and not filled to beyond six inches from the top to leave room for splashing when vehicle is deadheaded. ' or filling melting tanks, ensure all pressure is released before removing lids ■ When servicing g g to avoid spills. ■ On large-scale projects, use mechanical or manual methods to collect excess bituminous material from the roadway after removal of markers. Costs ■ All of the above are low cost measures. Inspection and Maintenance . ■ Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly ' during the rainy season and at two-week intervals in the rion-rainy season to verify continued BMP implementation. ■ Keep ample supplies of drip pans or absorbent materials onsite. I ■ Inspect and maintain machinery regularly to minimize leaks and drips. ' References Blueprint for a Clean Bay: Best Management Practices to Prevent Stormwater Pollution from Construction Related Activities; Santa Clara Valley Nonpoint Source Pollution Control Program, ' 1995• Hot Mix Asphalt -Paving Handbook AC 150/5370-14, Appendix I, U.S. Army Corps of Engineers, July 1991• Stormwater Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), November 2000. 4 of 4 California Stormwater BMP Handbook January 2003 Construction ' www.cabmphandbooks.com SiltTence SE -1 Description and Purpose A silt fence is made of a filter fabric that has been entrenched, attached to supporting poles, and sometimes backed by a plastic or wire mesh for support. The silt fence detains sediment -laden water, promoting sedimentation behind the fence. Suitable Applications Silt fences are suitable for perimeter control, placed below areas where sheet flows discharge from the site. They should also be used as interior controls below disturbed areas where runoff may occur in the form of sheet and rill erosion. Silt fences are generally ineffective in locations where the flow is concentrated . and. are only applicable for sheet or overland flows. Silt fences R are most effective when used in combination with erosion controls. Suitable applications include: ■ Along the perimeter of a project. ■ Below the toe or down slope of exposed and erodible slopes. ■ Along streams and channels. ■ Around temporary spoil areas and stockpiles. ■ Below other small cleared areas. Limitations ■ Do not use in streams, channels, drain inlets, or anywhere flow is concentrated. Objectives EC Erosion Control ✓ SE Sediment Control TC Tracking Control WE Wind Erosion Control NS Non-Stormwater Management Control WM Waste Management and Materials Pollution Control Legend: ✓ Primary Objective ✓ Secondary Objective Targeted Constituents. Sediment V/ Nutrients Trash Metals Bacteria Oil and Grease Organics Potential Alternatives SE -5 Fiber Rolls SE -6 Gravel Bag Berm SE -8 Sandbag Barrier SE -9 Straw Bale Barrier V�CasAfornla S QA mwater uality Association January 2003 California Stormwater BMP Handbook 1 of 8 Construction www.cabmphandbooks.com SE -1 Silt Fence ■ Do not use in locations where ponded water may cause flooding. ■ Do not place fence on a slope, or across any contour line. If not installed at the same elevation throughout, silt fences'will create erosion. ■ Filter fences will create a temporary sedimentation pond on the upstream side of the fence and may cause temporary flooding. Fences not constructed on a level contour will be overtopped by concentrated flow resulting in failure of the filter fence. ■ Improperly installed fences are subject to failure from undercutting, overlapping, or collapsing. - Not effective unless trenched and keyed in. - Not intended for use as mid -slope protection on slopes greater than 4:1(H:V). - Do not allow water depth to exceed 1.5 ft at any point. Implementation General A silt fence is a temporary sediment barrier consisting of filter fabric stretched across and attached to supporting posts, entrenched, and, depending upon the strength of fabric used, supported with plastic or wire mesh fence. Silt fences trap sediment by intercepting and detaining small amounts of sediment -laden runoff from disturbed areas in order to promote sedimentation behind the fence. Silt fences are preferable to straw bale barriers in many cases. Laboratory work at the Virginia Highway and Transportation Research Council has shown that'silt fences can trap a much' higher percentage of suspended sediments than can straw bales. While the failure rate of silt fences is lower than that of straw bale barriers, there are many instances where silt fences have been improperly installed. The following layout and installation guidance can improve performance and should be followed: ■ Use principally in areas where sheet flow occurs. ■ Don't use in streams, channels, or anywhere flow is concentrated. Don't use silt fences to divert flow. ■ Don't use below slopes subject to -creep, slumping, or landslides. i Select filter fabric -.that retains 85% of soil by weight, based on sieve analysis, but that is not finer than'an equivalent opening size of 70. ■ Install along a level contour, so water does not pond more than 1.5 ft at any point along the silt fence. ■ The maximum length of slope draining to any point along the silt fence should be 200 ft or less. ■ The maximum slope perpendicular to the fence line should be 1: 1. 2 of 8 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com Silt Fence SE -1 ■ Provide sufficient room for runoff to pond behind the fence and to allow sediment ' removal equipment to pass between the silt fence and toes of slopes or other obstructions. About 1200 ft2 of ponding area should be provided for every acre draining to the fence. ' ■ Turn the ends of the filter fence uphill to prevent stormwater from flowing around the fence. ■ Leave an undisturbed or stabilized area immediately down slope from the fence where feasible. ■ Silt fences should remain in place until the disturbed area is permanently stabilized. Design and Layout Selection of a filter fabric is based on soil conditions at the construction site (which affect the equivalent opening size (EOS) fabric specification) and characteristics of the support fence ' (which affect the choice of tensile strength). The designer should specify a filter fabric that retains the soil found on the construction site yet.that it has openings large enough to permit drainage and prevent clogging. The following criteria is recommended for selection of the . equivalent opening size: 1. If 50 percent or less of the soil, by weight, will pass the U.S. Standard Sieve No. '200, select the EOS to retain 85 % of the soil. The EOS should not be finer than EOS 70. 2. For all other.soil types, the EOS should be no larger than the openings in the. U.S.: Standard Sieve No. 7o except where direct discharge to a stream, lake, or wetland .will occur, then the EOS should be no larger than Standard. Sieve No.1oo. To reduce the chance of clogging, it is preferable to specify a fabric with openings as large as ' allowed by the criteria. No fabric should be specified with an EOS smaller than U.S. Standard Sieve No. loo. If 85% or more of a soil, by weight, passes through the openings in a No. 200 sieve, filter fabric should not be used. Most of the particles in such a soil would not be retained if the EOS was too large and they would clog the fabric quickly if the EOS were small -enough to ' capture the soil. The fence should be supported by a plastic or wire mesh if the fabric selected does not have sufficient strength and bursting strength characteristics for the planned application (as recommended by the fabric manufacturer). Filter fabric material should contain ultraviolet inhibitors and stabilizers to provide a minimum of six months of expected usable construction life at a temperature range of o OF to 120 OF. ■ Layout in accordance with attached figures ■ For slopes, steeper than 2:1(H:V) and that contain a high number of rocks or large dirt clods that tend to dislodge, it may be necessary to install additional protection immediately. adjacent to the bottom of the slope, prior to installing silt fence. Additional protection may ' be a chain link fence or a cable fence. ■ For slopes adjacent to sensitive receiving waters or Environmentally Sensitive Areas (ESAs), silt fence should be used in conjunction with erosion control BMPs. ' January 2003 California Stormwater BMP Handbook 3 of 8 Construction www, ca brnphandbooks,com SE -1 Silt Fence Materials ' ■ Silt fence fabric should be woven polypropylene with a minimum width of 36 in. and a minimum tensile strength of 100 lb force. The fabric should conform to the requirements in ' ASTM designation D4632 and should have an integral reinforcement layer. The reinforcement layer should be a polypropylene, or equivalent, net provided by the manufacturer. The permittivity of the fabric should be between o.1 sec -1 and 0.15 sec -1 in conformance with the requirements in ASTM designation D4491. ■ Wood stakes should be commercial qualitylumber of the size and shape shown on th p e plans. Each stake should be free from decay, splits or cracks longer than the thickness of the stake . or other defects that would weaken the stakes and cause the stakes to be structurally unsuitable. ' ■ Staples used to_fasten the fence fabric to the stakes should be not less than 1.75 in. long and should be fabricated from 15 gauge or heavier wire. The wire used to fasten the tops of the stakes together when joining two sections offence should be 9 gauge or heavier wire. Galvanizing of the fastening wire will not be required. ' ■ There are new products that may use prefabricated plastic holders for the silt fence and use bar reinforcement instead of wood stakes. If bar reinforcement is used in lieu of wood stakes, use number four or greater bar. Provide end protection for any exposed bar reinforcement. Installation Guidelines Silt fences are to be constructed on a level contour. Sufficient area should exist behind the fence for ponding g to occur without flooding or overtopping the fence. ■ A trench should be excavated approximately 6 in. wide and 6 in. deep along the line the proposed silt fence. ■ Bottom of the silt fence should be keyed -in a minimum of 12 in. ■ Posts should be spaced a maximum of 6 ft apart and driven securely into the ground a . minimum of 18 in. or 12 in. below the bottom of the trench. ■ When standard strength filter fabric is used, a plastic or wire mesh support fence should be fastened securely to the upslope side of posts using heavy—duty wire staples at least 1 in. long. The mesh should extend into the trench. When extra -strength filter fabric and closer post spacing are used, the mesh support fence may be eliminated. Filter fabric should be purchased in a long roll, then cut to the length of the barrier. When joints are necessary, filter cloth should be spliced together only at a support post, with a minimum 6 in: overlap and both ends securely fastened to the post. ■ The trench should be backfilled with compacted native material. ' ■ Construct silt fences with a setback of at least 3 ft from the toe of a slope. Where a silt fence is determined to be not practicable due to specific site conditions, the silt fence may be ' constructed at the toe of the slope, but should be constructed as far from the toe of the slope as practicable. Silt fences close to the toe of the slope will be less effective and difficult to maintain. ' 4 of 8 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com Silt Fence SE -1 ■ Construct the length of each reach so that the change in base elevation along the reach does. j not exceed 1/3 the height of the barrier; in no case should the reach exceed 5oo ft. Costs ■ Average annual cost for installation and maintenance (assumes 6 month useful life); $7 per lineal foot ($850 per drainage acre). Range of cost is $3.50 - $9.io per lineal foot. Inspection and Maintenance ■ Inspect BMPs prior to forecast rain, daily during extended rain events, after rain events, weekly during the rainy season, and at two-week intervals during the non -rainy season.. ■ Repair undercut silt fences. ■ Repair or replace split, torn, slumping, or weathered fabric. The lifespan of silt fence fabric is generally 5 to 8 months. ■ Silt fences that are damaged and become unsuitable for the intended purpose should be removed from the site of work, disposed of, and replaced with new silt fence barriers. ■ Sediment that accumulates in the BMP must be periodically removed in order to maintain BMP effectiveness. Sediment should be removed when the sediment accumulation reaches one-third of the barrier height. Sediment removed during maintenance may be incorporated into earthwork on the site or disposed at an appropriate location. ■ Silt fences should be left in place until the upstream area is permanently stabilized. Until then, the silt fence must be inspected and maintained. ■ Holes, depressions, or other ground disturbance caused by the removal of the silt fences should be backfilled and repaired. References Manual of Standards of Erosion and Sediment Control Measures, Association of Bay Area Governments, May 1995• National Management Measures to Control Nonpoint Source Pollution from Urban Areas, United States Environmental Protection Agency, 2002., Proposed Guidance Specifying Management Measures for Sources of Nonpoint Pollution in Coastal Waters, -Work Group -Working Paper, USEPA, April 1992. Sedimentation and Erosion Control Practices, and Inventory of Current Practices (Draft), UESPA, 1990. Southeastern Wisconsin Regional Planning Commission (SWRPC). Costs of Urban Nonpoint Source Water Pollution Control Measures. Technical Report No. 31. Southeastern Wisconsin Regional Planning Commission, Waukesha, WI. 1991 Stormwater Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), November 2000.. January 2003 California Stormwater BMP Handbook 5 of 8 Construction www.cabmphandbooks.com SE -1 Silt Fence Stormwater Management Manual for The Puget Sound Basin, Washington State Department of Ecology, Public Review Draft,' 1991. U.S. Environmental Protection Agency (USEPA). Stormwater Management for Industrial Activities: Developing Pollution.Prevention Plans and Best Management Practices. U.S. Environmental Protection Agency, Office of Water, Washington, DC, 19.92. Water Quality Management Plan for the Lake Tahoe Region, Volume II, Handbook of Management Practices, Tahoe Regional Planning Agency, November 1988. 6 of.8 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com n of 0 :E D. � of n to �o 0 v � 3 arc fv cr — rD 0 al 0 Z) 3 7 n = 0 3 n 07 0 0 77 V aD Cross barrier (See note 10) Max reach 500' See note 1 ' Optional maintenance oper A Fabric __J I A Cross barrier Toe�f of slope PLA SILT FE C NOTES 1. Construct the length of each reach so that the change in base elevation along the reach does not exceed 1/3 the height of the linear barrier, in no case shall the reach length exceed 500'. .2. The lost 8'-0" of fence shall be turned up slope. 3. Stake dimensions ore nominal. 4. Dimension may vory to fit field condition. 5. Stokes shall be spaced of S'-0" maximum and shall be positioned on downstream side of fence. 6. Stakes to overlap and fence fabric to fold around each stoke one full turn. Secure fabric to stoke with 4 staples. 7. Stokes shall be driven tightly together to prevent potential flow—through of sediment of joint. The tops of the stokes shall be secured with wire. 8. For end stoke, fence fabric shall be folded around two stokes one full turn and secured with 4 staples. 9. Minimum 4 staples per stoke. Dimensions shown ore typical. 10. Cross barriers shall be o minimum of 1/3 and o maximum of 1/2 the height of the linear barrier. 11. Maintenance openings shall be constructed in o manner to ensure sediment remains behind silt fence. ' 12. Joining sections shall not be placed at sump locations. 13. Sandbag rows and layers shall be offset to eliminate gaps. LEGEND Tamped backfill Slope direction Direction of flow Silt fence �C v Toe of slope 0 Sandbags o See note 10 SECTION C -C OD O co n a � O 0-r) o 7 3 Z1 Z1, C T d T 0O o 3 � v n = o 3 n. 0- 0 O Setback varies (See note 4)' Fobric 2" X 2" Wood stoke (See notes 3 & 5) Toe of slope Slope I 76 6' l --See detoil A '�— SECTION A—A DETAIL A ,e Fabric section 8 (See notes 6. 7 di 12) Stoke 8 LEGEND Tomped bockfill Slok.e A Slope direction �— Direction of flow Fabric section A (See notes 6, 7 & 12) ' JOINING SECTION DETAIL (TOP VIEW) t 2" 2" x 2" wood stoke Fabric .'(See note 3) diameter ^G\JII'J'll (See note 8) I 2" END STAKE DETAIL (TOP VIEW) STAPLE DETAIL ///'''---End stoke (See note 2) END DETAIL (SEE NOTE 9) Stoke Stoke Fabric End stoke y Toe of slope End stoke Sandbags (2—foyers high) OPTIONAL MAINTENANCE OPENING DETAIL (SEE NOTE 11) m I r+ n m Fiber Rolls SE -5 EC Erosion Control ✓ SE Sediment Control ✓ TC Tracking Control WE Wind Erosion Control NS Non-Stormwater its flow velocity, release the runoff as sheet flow, and provide Management Control WM Waste Management and length of a slope, fiber rolls can also reduce erosion. Materials Pollution Control Legend. Organics ✓ Primary Objective ✓ Secondary Objective Targeted Constituents Description and Purpose A fiber roll consists of straw, flax, or other. similar materials Sediment ✓ bound into a tight tubular roll. When fiber rolls are placed at Nutrients the toe and on the face of slopes, they intercept runoff, reduce Trash its flow velocity, release the runoff as sheet flow, and provide Metals removal of sediment from the runoff. By interrupting the Bacteria length of a slope, fiber rolls can also reduce erosion. Oil and Grease Suitable Applications Organics ' Fiber rolls may be suitable: Potential Alternatives ■ Along the toe, top, face, and at grade breaks of exposed and SE -1 Silt Fence erodible slopes to shorten slope length and spread runoff as sheet flow SE -6 Gravel Bag Berm SE -8 Sandbag Barrier ■ At the end of a downward slope where it transitions to a steeper slope SE -9 Straw Bale Barrier ■ Along the perimeter of a project ' ■ As check dams in unlined ditches ■ Down-slope of exposed soil areas ' ■ Around temporary stockpiles Limitations ' ■ Fiber rolls are not effective unless trenched S O A ' Xal�ffornla Stormwater Quality Association January 2003 California Stormwater BMP Handbook 1 of 4 Construction www.cabm.phandbooks.com SE -5 Fiber Rolls ■ . Fiber rolls at the toe of slopes greater than 5:1(H:V) should be a minimum of 20 in. diameter or installations achieving the same protection (i.e. stacked smaller diameter fiber rolls, etc.). ■ Difficult to move once saturated. ■ If not properly staked and trenched in, fiber rolls could be transported by high flows. ■ Fiber rolls have a very limited sediment capture zone. ■ Fiber rolls should not be used on slopes subject to creep, slumping, or landslide. Implementation Fiber Roll Materials ■ Fiber rolls should be eitherprefabricated rolls or rolled'tubes of erosion control blanket. Assembly of -Meld Rolled Fiber Roll ■ Roll length of erosion control blanket into a tube of minimum 8 in. diameter. ■ Bind roll at each end and every 4 ft along length of roll with jute -type twine. Installation ■ Locate fiber rolls on level contours spaced as follows: Slope inclination of 4:1(H:V) or flatter: Fiber rolls should be placed at a maximum interval of 20 ft. . - Slope inclination between 4:1 and 2:1 (H:V): Fiber. Rolls should be placed at a maximum interval of 15 ft.' (a closer spacing is more effective). - Slope inclination 2:1(H:V) or greater: Fiber Rolls should be placed at a maximum .interval of io ft. (a closer spacing is more effective). ■ Turn the ends of the fiber roll up slope to prevent runoff from going around the roll. ■ Stake fiber rolls into a 2 to 4 in. deep trench with a width equal to the diameter of the fiber roll. - Drive stakes at the end of each fiber roll and spaced 4 ft maximum on center. - Use wood stakes with a nominal classification of 0.75 by 0.75 in'. and minimum length of 24 in. ■ If more than one fiber roll is placed in a row, the rolls should be overlapped, not abutted. Removal ■ Fiber rolls are typically left in place. 2 of 4 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com Fiber Rolls SE -5 ■ If fiber rolls are removed,collect and dispose of sediment accumulation, and fill and ' compact holes, trenches, depressions or any other ground disturbance to blend with adjacent ground. Costs Material costs for fiber rolls range from $ 20 - $3 o per 25 ft roll. ' Inspection and Maintenance ■ Inspect BMPs prior to forecast rain, daily during extended rain events, after rain events, weekly during the rainy season, and at two-week intervals during the non -rainy season. ■ Repair or replace split, torn, unraveling, or slumping fiber rolls. ■ If the fiber roll is used as a sediment capture device, or as an erosion control device to maintain sheet flows, sediment that accumulates in the BMP must be periodically removed in order to maintain BMP effectiveness. Sediment should be removed when sediment accumulation reaches one-half the designated sediment storage depth, usually one-half the ' distance between the top of the fiber roll and the adjacent ground surface. Sediment removed during maintenance maybe incorporated into earthwork on the site of disposed at an appropriate location. ■ If fiber rolls are used for erosion control, such as in a mini check dam, sediment removal should not be required as long as the system continues to control the grade. Sediment control BMPs will likely be required in conjunction with this type of application. References Stormwater Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), November 2000. January 2003 California Stormwater BMP Handbook 3 of 4 Construction www.cabmp.handbooks.com SE -5 Fiber Rolls Note: Install fiber roll y , �i'i I ('i'i'i'i' III -V � yl along o level contour. 'ice i i III y y JI IL I. J y Fiber rolls JV D 'i I -V If y y -VVertical spacing measured along the face of the slope %�'� III y varies between Install a fiber roll near 10'.and 20' i slope where it transitions I y into o steeper slope TYPICAL FIBER ROLL INSTALLATION N.T.S. Fiber roll Slope 8" min' vo s L 0x E E. N <f i • N � ' E 3/4" x 3/4" wood stokes ' max 4' spacing ENTRENCHMENT DETAIL N.T.S. ' 4 of 4 Californla Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com Straw Mulch SS -6 Standard Symbol BMP Objectives • Soil Stabilization o Sediment Control o. Tracking Control • Wind Erosion Control o Non -Storm Water Management o Materials and Waste Management Definition and Straw mulch consists of placing a uniform layer of straw and incorporating it into Purpose the soil with a studded roller or anchoring it with a stabilizing emulsion. This is one of five temporary soil stabilization alternatives to consider. Appropriate ■ Straw mulch is typically used for soil stabilization as a temporary surface Applications cover on disturbed areas until soils can be prepared for revegetation and permanent vegetation is established. ■ Also typically used in combination with temporary and/or permanent seeding strategies to enhance plant establishment. Limitations ■ Availability of erosion control contractors and straw maybe limited prior to the rainy season due to high demand. ■ There is a potential for introduction of weed -seed and unwanted plant material. ■ When straw blowers are used to apply straw mulch, the treatment areas must be within 45 m (150 ft) of a road or surface capable of supporting trucks. Straw mulch applied by hand is more time intensive and potentially dostly. ■ May have to be removed prior to permanent seeding or soil stabilization. ■ "Punching" of straw does not work in sandy soils. L Caltrans Storm Water Quality Handbooks Section 3 Construction Site Best Management Practices Manual Straw Mulch SS -6 av&ww March 1, 2003 1 of 3 I Straw Mulch 1 Standards and is Straw shall be derived from wheat, rice, or barley. Specifications ■ All materials shall conform to Standard Specifications Sections 20-2.06, 20-2.07 and 20-2.11. ■ A tackifier is the preferred method for anchoring straw mulch to the soil on slopes. ■ Crimping, punch roller -type rollers, or track -walking may also be used to incorporate straw mulch into the soil on slopes. Track walking shall only be used where other methods are impractical. ■ Avoid placing straw onto the traveled way, sidewalks, lined drainage ' channels, sound walls, and existing vegetation. ■ Straw mulch with tackifier shall not be applied during or immediately .before rainfall. Application Procedures ■ Apply loose straw at a minimum rate of 3,570 kg/ha (4,000 lb/ac), or as indicated in the project's special provisions, either by machine or by hand distribution. ■ If stabilizing emulsion will be used to anchor the straw mulch in lieu of incorporation, roughen embankment or fill areas by rolling with a crimping or punching -type roller or by track walking before placing the straw mulch. Track walking should only be used where rolling is impractical. ■ The straw mulch must be evenly distributed on the soil surface. ■ Anchor the mulch in place by using a tackifier or by "punching" it into the soil mechanically (incorporating). ■ A tackifier acts to glue the straw fibers together and to the.soil surface. The tackifier shall be selected based on longevity and ability to hold the fibers in place. ■ A tackifier is typically applied at a rate of 140 kg/ha (125 lb/ac). In windy conditions, the rates are typically 200 kg/ha (178 lb/ac). ■ Methods for holding the straw mulch in place depend upon the slope steepness, accessibility, soil conditions and longevity. If the selected method is incorporation of straw mulch into the soil, then do as follows: Applying and incorporating straw shall follow the requirements in Standard Specifications Section 20-3.03. On small areas, a spade or shovel can be used. A* Caltrans Storm Water Quality Handbooks Construction Site Best Management Practices Manual QV6., March 1, 2003 Section 3 Straw Mulch SS -6 2of3 Straw Mulch — On slopes with soils, which are stable enough and of sufficient gradient to safely support construction equipment without contributing to compaction and instability problems, straw can be."punched" into the ground using a knife -blade roller or a straight bladed coulter, known commercially as a "crimper." — On small areas and/or steep slopes, straw can also be held in place using plastic netting or jute. The netting shall be held in place using 11 gauge wire staples, geotextile pins or wooden stakes. Refer to BMP SS -7, "Geotextiles, Plastic Covers and Erosion Control Blankets/Mats." Maintenance and ■ The key consideration in Maintenance and Inspection is that the straw needs Inspections to last. long enough to achieve erosion control objectives. ■ Maintain an unbroken, temporary mulched ground cover while DSAs are non-active. Repair any damaged ground cover and re -mulch exposed areas. is Reapplication of straw mulch and tackifier may be required by the Resident Engineer (RE) to maintain effective soil stabilization over disturbed areas and slopes. ■ After any rainfall event, the Contractor is responsible for maintaining all slopes to prevent erosion. Caltrans Storm Water Quality Handbooks Section 3 Construction Site Best Management Practices Manual Straw Mulch SS -6 �, March 1, 2003 3 of 3 Stabilized Construction Entrance/Exit TC -1 Description and Purpose A stabilized construction access is defined by a point of entrance/exit to a construction site that is stabilized to reduce the tracking of mud and dirt onto public roads by construction vehicles. Suitable Applications Use at -construction sites: ■ Where dirt or mud can be tracked onto public roads. ■ Adjacent to water bodies. ■ Where poor soils are encountered. ■ Where dust is a problem during dry weather conditions. Limitations ■ Entrances and exits require periodic top dressing with additional stones. ■ This BMP should be used in conjunction with street sweeping on adjacent public right of way. ■ Entrances and exits should be constructed on level ground only. Targeted Constituents Sediment 7 Nutrients Trash Metals Bacteria Oil and Grease Organics Potential Alternatives None . . ■ Stabilized construction entrances are rather expensive to S Q'A construct and when a wash rack is included, a sediment trap of California some kind must also be provided to collect wash water runoff. Stormwater Quality Association January 2003 California Stormwater BMP Handbook Sof 6 Construction www.cabmphandbooks.com Objectives Erosion Control ��:J* „L.Cyd_'}r.y8z:�"`°'°,.'9�`+14•`''dFt,�4 �''a`; k' Sediment • • Ct�I.jr,r9aai,f",.rgq5`�x.TC Tracking • • M F" Z ar ^. WE Wind Erosion Control Zti. G rg,h Y • • rmwater 4Z}2 Me N, �l+ anagement Control ,x'S tqL. i t.�� e i (tf�yF!FZ7 �{��..:WIVI '� Management . 1 ice✓ f. _ yt'� 5�., ,5�, � ^�, y 2. Pollution Control a'�ht��r�"�5}'�JT ltgt4 t y�I Legend: S $ Primary Objective S Secondary objective Description and Purpose A stabilized construction access is defined by a point of entrance/exit to a construction site that is stabilized to reduce the tracking of mud and dirt onto public roads by construction vehicles. Suitable Applications Use at -construction sites: ■ Where dirt or mud can be tracked onto public roads. ■ Adjacent to water bodies. ■ Where poor soils are encountered. ■ Where dust is a problem during dry weather conditions. Limitations ■ Entrances and exits require periodic top dressing with additional stones. ■ This BMP should be used in conjunction with street sweeping on adjacent public right of way. ■ Entrances and exits should be constructed on level ground only. Targeted Constituents Sediment 7 Nutrients Trash Metals Bacteria Oil and Grease Organics Potential Alternatives None . . ■ Stabilized construction entrances are rather expensive to S Q'A construct and when a wash rack is included, a sediment trap of California some kind must also be provided to collect wash water runoff. Stormwater Quality Association January 2003 California Stormwater BMP Handbook Sof 6 Construction www.cabmphandbooks.com Stabilized- Construction Entrance/Exit TC -1 Implementation General Astabilized construction entrance is a pad of aggregate underlain with filter cloth located at any ' point where traffic will be entering or leaving a construction site to or from a public right of way, street, alley, sidewalk, or parking area. The purpose of a stabilized construction entrance is to reduce or eliminate the tracking of sediment onto public rights of way or streets. Reducing. tracking of sediments and other pollutants onto paved roads helps prevent deposition of sediments into local storm drains and production of airborne dust. Where traffic will be entering or leaving the construction site, a stabilized construction entrance ' should be used. NPDES permits require that appropriate measures be implemented to prevent tracking of sediments onto paved roadways, where a significant source of sediments is derived from mud and dirt carried out from unpaved roads and construction sites. IStabilized construction entrances are moderately effective in removing sediment from equipment leaving a construction site. The entrance should be built on level ground. Advantages of the Stabilized Construction Entrance/Exit is.that it does remove some sediment ' from equipment. and serves to channel construction traffic in and out of the site at specified locations. Efficiency is greatly increased when a washing rack is included as part of a stabilized construction entrance/exit. tDesign and Layout ■ Construct on level ground where possible. ■ Select 3 to 6 in. diameter. stones. ■ Use minimum depth of stones of 12 in. or as recommended by soils engineer. ■ Construct length of 5o ft minimum, and 30 ft minimum width. ■ Rumble racks constructed of steel panels with ridges and installed in the stabilized entrance/exit will help remove additional sediment and to keep adjacent streets clean. ■ Provide ample turning radii as part of the entrance. ■ Limit the points of entrance/exit to the construction site. ■ Limit speed of vehicles to control dust. ■ Properly grade each construction entrance/exit to prevent runoff from leaving the construction site. ■ Route runoff from stabilized entrances/exits through a sediment trapping device before discharge. ■ Design stabilized entrance/exit to support heaviest vehicles and equipment that will use it. ■ Select construction access stabilization (aggregate, asphaltic concrete, concrete) based on longevity, required performance, and site conditions. Do not use asphalt concrete (AC) grindings for stabilized construction access/roadway. 2 of 6 California Stormwater BMP Handbook January 2003. Construction www.cabmphandbooks.com M- M Stabilized Construction Entrance/Exit TC -1 ■ If aggregate is selected, place crushed aggregate over geotextile fabric to at least 12 in. depth, or place aggregate to a depth recommended by a geotechnical engineer. A crushed aggregate greater than 3 in. but smaller than 6 in. should be used. ' ■ Designate combination or single purpose entrances and exits to the construction site. ■ Require that all employees, subcontractors, and suppliers utilize the stabilized construction access. Implement SE -7, Street Sweeping and Vacuuming, as needed. ■ All exit locations intended to be used for more than a two-week period should have stabilized construction entrance/exit BMPs. Inspection and Maintenance ■ Inspect and verify that activity—based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMPs are under way, inspect weekly during the rainy season and of two-week intervals in the non -rainy season to verify continued BMP implementation. ■ Inspect local roads adjacent to the site daily. Sweep or vacuum to remove visible accumulated sediment. ■ Remove aggregate, separate and.dispose of sediment if construction entrance/exit is clogged with sediment. ■ Keep all temporary roadway ditches clear. ■ Check for damage and repair as needed. ■ Replace gravel material when surface voids are visible. ■ Remove all sediment deposited on paved roadways within 24 hours. ■ Remove gravel and filter fabric at completion of construction ' Costs Average annual cost for installation and maintenance may vary from $1,200 to $4,80o each, averaging $2,400 per entrance. Costs will increase with addition of washing rack, and sediment trap. With wash rack, costs range from $1;200 - $6,00o each, averaging $3,60o per entrance. References Manual of Standards of Erosion and Sediment Control Measures, Association of Bay Area. Governments, May 1995• . National Management Measures to Control Nonpoint Source Pollution from Urban Areas, USEPAAgency, 2002. Proposed Guidance Specifying Management.Measures for -Sources of Nonpoint Pollution in Coastal Waters, Work Group Working Paper, USEPA, April 1992. January 2003 California Stormwater BMP Handbook 3 of 6 Construction www.cabmphandbooks.com Stabilized Construction Entrance/Exit ' TC -1 Stormwater Quality Handbooks Construction Site Best Management Practices (BMPs) Manual, ' State of California Department of Transportation (Caltrans), November 2000. Stormwater Management of the Puget Sound Basin, Technical Manual, Publication #91-75, ' Washington State Department of Ecology, February 1992. Virginia Erosion and Sedimentation Control Handbook, Virginia Department of Conservation Land Recreation, Division of Soil and Water Conservation, 1991. Guidance Specifying Management Measures for Nonpoint Pollution in Coastal Waters, EPA 84o-B-9-oo2, USEPA, Office of Water, Washington, DC, 1993. Water Quality Management Plan for the Lake Tahoe Region, Volume II, Handbook of W Q tY g Management Practices, Tahoe Regional Planning Agency, November 1988. i4 of 6 California.Stormwater'BMP Handbook January 2003 Construction www, cabmphandbooks.com 1 1 1. 1 1 1 1 1 i 1 1 f 1 i 1 i 1 1 l Stabilized Construction Entrance/Exit * TC -1 Crushed aggregate greater than 3" but smaller than 6" —Filter fabric r Original o_r,,,r� arode 12 " Min, unless otherwise specified by o soils engineer SECTION B—B NTS NOTE: . f Construct sediment barrier and chonnelize runoff to A�� o I sediment trapping device � o r ti� B r 01 o ° °mop °Oo $°�0 °O OO Width as required to Q , �0 �0 occomodote 'anticipated $2 $O o $ o i3�oQoQOc, �o°oUO�n��o� ��QQo `d�o� traffic z °� oQd�n�o0 r'Sr Ln X r Tem.porory pipe culvert B r r as needed 50' Min or four times the circumference of the largest construction vehicle tire, Match whichever is greater Existing Grade PLAN NTS January 2003 California Stormwater BMP Handbook 5 of 6 Construction www,cabmphandb6oks.com Stabilized Construction Entrance/Exit TC' 1 Crushed aggregate greater than 3" but smaller than 6". Filter fabric Original o� 000 (30 grade 12" Min, unless otherwise specified by a soils engineer SECTION B -B NTS Crushed aggregate greater than 3" but smaller than 6". Corrugoted steel panels Original grade 12" Min, unless otherwise . specified by a soils engineer Filter fabric SECTION A- A NOT TO SCALE NOTE: Construct sediment borrier and chonnelize runoff to sediment trapping device iti h�— Match Existing . Grade Sediment trapping device r4 u� i Corrugated steel panels A . B 24' min. or tour times ine circumference of the largest construction vehicle tire, whichever is greater PLAN NTS 10' min or as required to occomodate anticipated traffic, whichever is greater. ' �^ 6 of 6 Californla Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com Wind Erosion Control WE -1, Objectives EC Erosion Control SE Sediment Control ✓ TC Tracking Control WE Wind Erosion Control ✓ NS Non-Stormwater Management Control WM Waste Management and Materials Pollution Control Description and Purpose Wind erosion or dust control consists of applying water or other dust palliatives as necessary to prevent or alleviate dust nuisance generated by construction activities. Covering small stockpiles or areas is an alternative to applying water or other dust palliatives. Suitable Applications Wind erosion control BMPs are suitable during the following construction activities: c Construction vehicle traffic on unpaved roads o Drilling and blasting activities a Sediment tracking onto paved roads n Soils and debris storage piles a Batch drop from front-end loaders o Areas with unstabilized soil o Final grading/site stabilization Limitations o Watering prevents dust only for a short period and should be Legend: ✓ Primary Objective ✓ Secondary Objective Targeted Constituents Sediment ✓ Nutrients Trash Metals Bacteria Oil and Grease Organics Potential Alternatives None > applied daily (or more -often) to be effective. ASQA n Over watering may cause erosion. CaStornla Stormwater. Quality Association January 2003 California Stormwater BMP Handbook 1 of 5 Construction www.cabmphandbooks.com WE -1 Wind Erosion Control ■ Oil or oil -treated subgrade should not be used for dust control because the oil may migrate into drainageways and/or seep into the soil. ■ Effectiveness depends on soil, temperature, humidity, and wind velocity. ■ Chemically treated sub grades may make the soil water repellant, interfering with long-term infiltration and the vegetation/re-vegetation of the site. Some chemical dust suppressants maybe subject to freezing and may contain solvents and should be handled properly. ■ Asphalt, as a mulch tack or chemical mulch, requires a 24-hour curing time to avoid adherence to equipment, worker shoes, etc. Application should be limited because asphalt surfacing may eventually migrate into the drainage system. ■ In compacted areas, watering and other liquid dust control measures may wash sediment or other constituents into the drainage system. Implementation General California's Mediterranean climate, with short wet seasons and long hot dry seasons, allows the soils to thoroughly dry out. During these dry seasons, construction activities are at their peak, . and disturbed and exposed areas are.increasingly subject to wind erosion, sediment tracking and dust generated by construction equipment. Dust control, as a BMP, is a practice that is already in* place for many construction activities. Los Angeles, the North Coast, and Sacramento, among others, have enacted dust control !` ordinances for construction activities that cause dust to be transported beyond the construction project property line. Recently, the State Air Resources Control Board has, under the authority of the Clean Air Act,-: started to address air quality in relation to inhalable particulate matter less than io microns (PM -1o). Approximately go percent of these small particles are considered to be dust. Existing dust control regulations by local agencies, municipal departments, public works department, and public health departments are in place in some regions within California. Many local agencies require dust control in order to comply with local nuisance laws, opacity laws (visibility impairment) and the requirements of the Clean Air Act. The following are measures that local agencies may have already implemented as requirements for dust control from contractors: �1 ■ Construction and Grading Permits: Require provisions for dust control plans. ■ Opacity Emission Limits: Enforce compliance with California air pollution control laws. ■ Increase Overall Enforcement Activities: Priority given to cases involving citizen complaints. ■ Maintain Field Application Records: Require records of dust control measures from contractor; ■ Stormwater Pollution Prevention Plan: (SWPPP): Integrate dust control measures into SWPPP. 2 of 5 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com Wind Erosion Control WE -1 Dust Control Practices Dust control BMPs generally stabilize exposed surfaces and minimize activities that suspend or track dust particles. The following table shows dust control practices that can be applied to site conditions that cause dust. For heavily traveled and disturbed areas, wet suppression (watering), chemical dust suppression, gravel asphalt surfacing, temporary gravel construction entrances, equipment wash-out areas, and haul truck covers can be employed as dust control applications. Permanent or temporary vegetation and mulching can be employed for areas of occasional or no construction traffic. Preventive measures would include minimizing surface areas to be disturbed, limiting onsite vehicle traffic to 15 mph, -and controlling the number and activity of vehicles on a site at any given time. Additional preventive measures include: to Schedule construction activities to minimize exposed area (EC -i, Scheduling). In Quickly stabilize exposed soils using vegetation, mulching, spray -on adhesives, calcium chloride, sprinkling, and stone/gravel layering. In Identify and stabilize key access points prior to commencement of construction. ■ Minimize the impact of dust by anticipating the direction of prevailing winds. Is Direct most construction traffic to stabilized roadways within the project site. ■ Water should be applied by means of pressure-type distributors or pipelines equipped with a spray system or hoses and nozzles that will ensure even distribution. ■ All distribution equipment should be equipped with a positive means of shutoff. ■ Unless water is applied by means of pipelines, at least one mobile unit should be available at all times to apply water or dust palliative to the project. January 2003 California Stormwater BMP Handbook 3 of 5 Construction www.cabmphandbooks.com DUST CONTROIPRACTICES SITE CONDITION.Wet Permanent Chemical Gravel or Slit Temporary Gravel Construction Haul Minimize Extent Vegetatloh Mulching Suppression (Watering) Dust Suppression Asphalt Fences Entrances/Equipmen Truck - Covers of Disturbed Wash Down Area Disturbed Areas not Subject to X X X X X X Traffic Disturbed Areas Subject to Traffic X X X X X Materel Stock Pile Stabilization X X X X Demolition X X X Clearing/ Excavation X X X X Truck Traffic on Unpavei Roads X X X X X Mud/Dirt Carry out X X Additional preventive measures include: to Schedule construction activities to minimize exposed area (EC -i, Scheduling). In Quickly stabilize exposed soils using vegetation, mulching, spray -on adhesives, calcium chloride, sprinkling, and stone/gravel layering. In Identify and stabilize key access points prior to commencement of construction. ■ Minimize the impact of dust by anticipating the direction of prevailing winds. Is Direct most construction traffic to stabilized roadways within the project site. ■ Water should be applied by means of pressure-type distributors or pipelines equipped with a spray system or hoses and nozzles that will ensure even distribution. ■ All distribution equipment should be equipped with a positive means of shutoff. ■ Unless water is applied by means of pipelines, at least one mobile unit should be available at all times to apply water or dust palliative to the project. January 2003 California Stormwater BMP Handbook 3 of 5 Construction www.cabmphandbooks.com WE -1 Wind Erosion Control ■ If reclaimed waste water is used, the sources and discharge must meet California Department of Health Services water reclamation criteria and the Regional Water Quality Control Board requirements. Non -potable water should not be conveyed in tanks or drain pipes that will be used to convey potable water and there should be no connection between potable and non -potable supplies. Non -potable tanks, pipes, and other conveyances should be marked, "NON -POTABLE WATER - DO NOT DRINK." ■ Materials applied as temporary soil stabilizers. and soil binders also generally provide wind erosion control benefits. ■ Pave or chemically stabilize access points where unpaved traffic surfaces adjoin paved roads. ■ Provide covers for haul trucks transporting materials that contribute to dust. ■ Provide for wet suppression or chemical stabilization of exposed soils. ■ Provide for rapid clean up of sediments deposited on paved roads. Furnish stabilized construction road entrances and vehicle wash down areas. L■ Stabilize inactive construction sites usingvegetation or chemical stabilization methods. ■ Limit the amount of areas disturbed by clearing and earth moving operations by scheduling these activities in phases. � For chemical stabilization, there are many products available for chemically stabilizing gravel roadways and stockpiles. If chemical stabilization is used, the chemicals should not create any i adverse effects on stormwater, plant life,. or groundwater. Costs Installation costs for water and chemical dust suppression are low, but annual costs may be quite high since these measures are effective for only a few hours to a few days. Inspection and Maintenance ■ Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly during the rainy season and at two-week intervals in the non -rainy season t. verify continued BMP implementation. ■ Check areas protected to ensure coverage. ■ Most dust control measures require frequent, often daily, or multiple times per day attention. References Best Management Practices and Erosion Control Manual for Construction Sites, Flood Control District -of Maricopa County, Arizona, September 1992• California Air Pollution Control Laws, California Air Resources Board, 1992• 4 of 5 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com Wind Erosion Control WE -1 Caltrans, Standard Specifications, Sections 10, "Dust Control"; Section 17, "Watering"; and Section 18, "Dust Palliative". Prospects for Attaining the State Ambient Air Quality Standards for Suspended Particulate Matter (PM1o), Visibility Reducing Particles, Sulfates, Lead, and Hydrogen Sulfide, California Air Resources Board, April 1991. Stormwater Quality Handbooks Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), November 2000. January 2003. California Stormwater BMP Handbook 5 of 5 Construction www.cabmphandbooks.com Description and Purpose Prevent, reduce, or eliminate the discharge of pollutants from material delivery and storage to the stormwater system or watercourses by minimizing the storage of hazardous materials onsite, storing materials in a designated area, installing secondary containment, conducting regular inspections, and training employees and subcontractors. This best management practice covers only material delivery And storage. For other information on materials, see WM-2, Material Use, or WM-4, Spill Prevention and Control. For information on wastes, see the waste management BMPs in this section. Suitable Applications These procedures are suitable for use at all construction sites with delivery, and storage of the following materials: . ■ Soil stabilizers and binders . ■ Pesticides and herbicides ■ Fertilizers ■ Detergents ■ Plaster Legend: ✓ Primary Objective ✓ Secondary Objective Targeted Constituents Sediment ✓ Nutrients ✓ su wi 432igill! c� fit - �.���y 3}�-+.'RA1�"����, ts, }it_ Metals • • • • �� � �'� atter � i t `7'^Vaz�F��'�'S+'S �(�°� •kt� - c .�j. ' 1 • • r 1$j f H�lhii3.- ,sf^s"^:'�v�,a,N��iY� Organics 1 • • $� �s� •tib" WS., S P s1 r v 1 • • • I P jJ��.. �•""Fr.3.j4-..ty' ss'r WN 4 `i F �., 'j�q�ry�'� f" J,^.��..;�yC,�y'F`���'L.� yS�'•/�C,�: fy�+•fjf�,�SJ�f, S ✓ I li tvV �'�"1I..�t/r6r IY. yf Wf} Y�.hkCfs�LS\fla. �--e;T�r s,,r .�.-,y.��r : �'n`�"ey�a�'`- v^•'sT`TM-a�e� �"�^,$ • 1' 1 / ��y, ,d' Ei_• j ty L .,.. u.•.,�r. B.U.? ti. Description and Purpose Prevent, reduce, or eliminate the discharge of pollutants from material delivery and storage to the stormwater system or watercourses by minimizing the storage of hazardous materials onsite, storing materials in a designated area, installing secondary containment, conducting regular inspections, and training employees and subcontractors. This best management practice covers only material delivery And storage. For other information on materials, see WM-2, Material Use, or WM-4, Spill Prevention and Control. For information on wastes, see the waste management BMPs in this section. Suitable Applications These procedures are suitable for use at all construction sites with delivery, and storage of the following materials: . ■ Soil stabilizers and binders . ■ Pesticides and herbicides ■ Fertilizers ■ Detergents ■ Plaster Legend: ✓ Primary Objective ✓ Secondary Objective Targeted Constituents Sediment ✓ Nutrients ✓ Trash ✓ Metals ✓ Bacteria Oil and Grease ✓ Organics ✓ Potential Alternatives None h ■ Petroleum products such as fuel, oil, and grease A S Q A California ■ • Asphalt and concrete components stormwater Quality Association January 2003 California Stormwater BMP Handbook 1 of 5 Construction www.cabmphandbooks.com ti WM-1 Material Delivery and Storage r ■ Hazardous chemicals such as acids, lime, glues, adhesives, paints, solvents, and curing compounds ■ Concrete compounds ' ■ Other materials that maybe detrimental if released to the environment Limitations t■ Space limitation may preclude indoor storage. ■ Storage sheds often must meet building and fire code requirements. Implementation The following steps should be taken to minimize risk: ' ■ . Temporary storage area should be located away from vehicular traffic. ■ Material Safety Data Sheets (MSDS) should be supplied for all materials stored. ' ■ Construction site areas should be designated for material delivery and storage. ' ■ Material delivery and storage areas should be located near the construction entrances, away from waterways, if possible. Avoid transport near drainage paths or waterways. t- Surround with earth berms. See EC -9, Earth Dikes and Drainage Swales. - Place in an area which will be paved. ■ Storage of reactive, ignitable, or flammable liquids must comply with the fire codes of your area: Contact the local Fire Marshal to review site materials, quantities, and proposed storage area to determine specific requirements. See the Flammable and Combustible Liquid Code, NFPA3o. ■ An up to date inventory of materials delivered and stored onsite should be kept. ' ■ Hazardous materials storage onsite should be minimized. ■ Hazardous materials should be handled as infrequently as possible. ■ During the rainy season, consider storing materials.in a covered area. Store materials in secondary containments such as earthen dike, horse trough, or even a children's wading pool ' for non-reactive materials such as detergents, oil, grease, and paints. Small amounts of material may be secondarily contained in "bus boy" trays or concrete mixing trays. ■ Do not store chemicals, drums, or bagged materials directly on the ground. Place these items on a pallet and, when possible, in secondary containment. ' 2 of 5 California Stormwater BMP Handbook January 2003 Construction www, ca bmpha ndbooks, com Material Delivery and Storage WM-1 ■ If drums must be kept uncovered, store them at a slight angle to reduce ponding of rainwater. on the lids to reduce corrosion. Domed plastic covers are inexpensive and snap to the top of drums, preventing water from collecting. ■ Chemicals should be kept in their original labeled containers.. ■ Employees and subcontractors should be trained on the proper material delivery and storage practices. ■ Employees trained in emergency spill cleanup procedures must be present when dangerous materials or liquid chemicals are unloaded. - ■ If significant residual materials remain on the ground after construction is complete, properly remove materials and any contaminated soil. See WM-7, Contaminated Soil Management. If the area is to be paved, pave as soon as materials are removed to stabilize . the soil. Material Storage Areas and Practices ■ Liquids, petroleum products, and substances listed in 40 CFR Parts 110, 117, or 302 should be stored in approved containers and drums and should not be overfilled. Containers and drums should be placed in temporary containment facilities for storage. ■ A temporary containment facility should provide for a spillcontainment volume able to contain precipitation from a 25 year storm event, plus the greater of 16% of the aggregate volume of all containers or l00% of the capacity of the largest container within its boundary, whichever is greater. ■ A temporary containment facility should be. impervious to the materials stored- therein for a minimum contact time of 72 hours. ■ A temporary containment facility should be maintained free of accumulated rainwater and ' spills. In the event of spills or leaks, accumulated rainwater and spills should be collected and placed into drums. These liquids should be handled as a hazardous waste unless testing determines them to be non -hazardous. All collected liquids or non -hazardous liquids should be sent to an approved disposal site. ■ Sufficient separation should be provided between stored containers to allow for spill cleanup and emergency response access. r■ Incompatible materials, such as chlorine and ammonia, should not be stored in the same temporary containment facility. ■ Throughout the rainy season; each temporary containment facility should be covered during non -working days, prior to, and during rain events. ■ Materials should be stored in their original containers and the original product labels should be maintained in place in a legible condition. Damaged or otherwise illegible labels should be replaced immediately. ' January 2003 California Stormwater BMP Handbook 3 of.5 Construction www.cabmphandbooks.com WM-i Material Delivery and Storage ■ Bagged and boxed materials should be stored on pallets and should not be allowed to ' accumulate on the ground. To provide protection from wind and rain throughout the rainy season, bagged and boxed materials should be covered during non -working days and prior to and during rain events. 1 ■ Stockpiles should be protected in accordance with WM-3, Stockpile Management. ■ Materials should be stored indoors within existing structures or sheds when available. ■ Proper storage instructions should be posted at all times in an open and conspicuous location. ■ An ample supply of appropriate spill clean up material should be kept near storage areas. ■ Also see WM76, Hazardous Waste Management, for storing of hazardous materials. Material Delivery Practices ■ Keep an accurate, up-to-date inventory of material delivered and stored onsite. ' ■ Arrange for employees trained in emergency spill cleanup procedures to be present when dangerous materials or liquid chemicals are unloaded. ' Spill Cleanup ■ Contain and clean up any spill immediately. ■ Properly remove and dispose of any hazardous materials or contaminated soil if significant residual materials remain on theound after construction is complete. See WM- gT P 7, Contaminated Soil Management. ■ See WM-4, Spill Prevention and Control, for spills of chemicals and/or hazardous materials. Cost ■ The largest cost of implementation may be in the construction of a materials storage area that is covered and provides secondarycontainment. ' Inspection and Maintena.nce ■ Inspect and verify that activity—based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly during the rainy season and of two-week intervals in the non -rainy season to verify continued BMP implementation. ■ Keep an ample supply of spill cleanup materials near the storage area. ■ Kee areas dean Keep storage g a , well organized, and equipped with ample cleanup supplies as appropriate for the materials being stored. ■ Repair or replace perimeter controls, containment structures, covers, and liners as needed to maintain proper function. ' 4 of 5 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com f S' Material Delivery and Storage WM--1 References. Blueprint for a Clean Bay: Best Management Practices to Prevent Stormwater Pollution from Construction Related Activities; Santa Clara Valley Nonpoint Source Pollution Control Program, 1995• Coastal Nonpoint Pollution Control Program: Program Development and Approval Guidance, Working Group Working Paper; USEPA, April 1992• Stormwater Quality Handbooks - Construction Site Best Management Practices.(BMPs) Manual, State of California Department of Transportation (Caltrans), November 2000, Stormwater Management for Construction Activities; Developing Pollution Prevention Plans and Best Management Practice, EPA 832-R-92005; USEPA, April 1992. r January 2003 California Stormwater BMP Handbook 5 of 5 Construction www.cabmphandbooks.com Stockpile Management WM-3 11 Objectives EC Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control NS Non-Stormwater ✓ Management Control Metals Waste Management and rubble, aggregate base, aggregate sub base or pre -mixed Materials Pollution Control Legend: ✓ Primary Objective ✓ Secondary Objective ' Description and Purpose Targeted Constituents Stockpile Management procedures and practices are designed Sediment IT to reduce. or eliminate air and stormwater pollution from Nutrients ✓ stockpiles of soil, paving materials such as portland cement Trash ✓ concrete (PCC) rubble, asphalt concrete (AC), asphalt concrete Metals ✓ rubble, aggregate base, aggregate sub base or pre -mixed Bacteria aggregate, asphalt minder (so called "cold mix" asphalt), and Oil and Grease ✓ pressure treated wood. Organics ✓ Suitable Applications Implement in all projects that stockpile soil and other Potential Alternatives materials. None rLimitations None identified.' Implementation Protection of stockpiles is a year-round requirement. To properly manage stockpiles: ■ Locate stockpiles a minimum of 50 ft away from concentrated flows of stor'mwater, drainage courses, and inlets. ■ Protect all stockpiles from stormwater runon using a temporary perimeter sediment barrier such as berms, dikes, fiber rolls, silt fences, sandbag, gravel bags, or straw bale barriers. SQA Via water ality Association January 2003 California Stormwater BMP Handbook 1 o 3 Construction www,cabmphandbooks.com t. WM-3 Stockpile Management ■ Implement wind erosion control practices as appropriate on all stockpiled material. For . specific information, see WE -1, Wind Erosion Control: ■ Manage stockpiles of contaminated soil in accordance with WM-7, Contaminated Soil Management. ■ Place bagged materials on pallets and under cover. Protection of Non Active Stockpiles Non-active stockpiles of the identified materials should be protected further as follows: Soil stockpiles ■ During the rainy season, soil stockpiles should be covered or protected with soil stabilization measures and a temporary perimeter sediment barrier at all times. ■ During the non -rainy season, soil stockpiles should be covered or protected with a temporary perimeter sediment barrier prior to the onset of precipitation. Stockpiles of Portland cement concrete rubble, asphalt concrete, asphalt concrete rubble, aggregate base, or aggregate sub base ■ During the rainy season, the stockpiles should be covered or protected with a temporary perimeter sediment barrier at all times. ■ During the non -rainy season, the stockpiles should be covered or protected with a temporary perimeter sediment barrier prior to the onset of precipitation. Stockpiles of "cold mix" ■ During the rainy season, cold mixstockpiles should be placed on and covered with plastic or comparable material at all times: ■ During the non -rainy season, cold mix stockpiles should be placed on and covered with tplastic or comparable material prior to the onset of precipitation. Stockpiles/Storage of pressure treated wood with copper, chromium, and arsenic or ammonical, copper, zinc, and arsenate ■ During the rainy season, treated wood should be covered with plastic or comparable material at all times. r. During the non -rainy season, treated wood should be covered with plastic or comparable material at all times and cold mix stockpiles should be placed on and covered with plastic or comparable material prior to the onset of precipitation. Protection o Active Stockpiles .f kP Active stockpiles of the identified materials should be protected further as follows: ■ All stockpiles should be protected with a temporary linear sediment barrier prior to the onset of precipitation. ■ Stockpiles of "cold mix" should be placed on and covered with plastic or comparable material prior to the onset of precipitation. 2 of 3 California Stormwater BMP Handbook January 2003. Construction www.cabmphan..books.com Stockpile Management WM-3 Costs ' All of the above are low cost measures. Inspection and Maintenance . ' ■ Inspect and verify that activity—based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly during the rainy season and of two-week intervals in the non -rainy season to verify continued BMP implementation ■ Repair and/or replace perimeter controls and covers as needed to keep them functioning properly. References Stormwater Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), November 2000. January 2003 California Stormwater BMP Handbook 3 of 3 Construction www.cabmphandbooks.com Solid Waste Management i f �,+. �T ;mss•.-" as',�xiiries;:+efa�F:a,�.�rav: ,,z'r'i�Y�.:� .:; aK+�.:.'r.�•cz�ri�e(ud;�s:.:in� M-5 and Svmhol BMP Objectives o Soil Stabilization o Sediment Control o Tracking Control - o Wind Erosion Control • Non -Storm Water Management • Materials and Waste Management Definition and Solid waste management procedures and practices are designed to minimize or Purpose eliminate the discharge of pollutants to the drainage system or to watercourses as a result of the creation, stockpiling, or removal of construction site wastes. Appropriate Solid waste management procedures and practices are implemented on all Applications construction projects that generate solid wastes. Solid wastes include but are not limited to: ■ Construction wastes including brick, mortar, timber, steel and metal scraps, sawdust, pipe and electrical cuttings, non -hazardous equipment parts, styrofoam and other materials used to transport and package construction materials. ■ Highway planting wastes, including vegetative material, plant containers, and packaging materials. ■ Litter, including food containers, beverage cans, coffee cups, paper bags, plastic wrappers, and smoking materials, including litter generated by the public. Limitations ■ Temporary stockpiling of certain construction wastes may not necessitate stringent drainage related controls during the non -rainy season or in desert areas with low rainfall. l Caltrans Storm Water Quality Handbooks L Section 8 Construction Site Best Management Practices Manual Solid Waste Management WM-5 March 1, 2003 1 of I. Solid Waste Management M-5 Standards and Education Specifications m The Contractor's Water Pollution Control Manager (WPCM) shall oversee and enforce proper solid waste procedures and practices, ' ■ Instruct employees and subcontractors on identification of solid waste and hazardous waste. ■ Educate employees and subcontractors on solid waste storage and disposal procedures. ■ Hold regular meetings to discuss and reinforce disposal procedures (incorporate into regular safety meetings). ■ Require that employees and subcontractors follow solid waste handling and storage procedures. ■ Prohibit littering by employees, subcontractors, and visitors. ■ Wherever possible, minimize production of solid waste materials. ' Collection, Storage, and Disposal ■ Dumpsters of sufficient size and number shall be provided to contain the solid waste generated by the project and properly serviced. ■ Littering on the project site shall be prohibited. ■ To prevent clogging of the storm drainage system litter and debris removal from drainage grates, trash racks, and ditch lines shall be a priority. i■ Trash receptacles shall be provided in the Contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break, periods. ■ Construction debris and litter from work areas within the construction limits of the project site shall be collected and placed in watertight dumpsters of least weekly regardless of whether the litter was generated by the Contractor, the public, or others. Collected litter and debris shall not be placed in or next to drain inlets, storm water drainage systems or watercourses, ■ Full dumpsters shall be removed from the project site and the contents shall be disposed of outside the highway right-of-way in conformance with the provisions in the Standard Specifications Section 7-1.13. ■ Litter stored in collection areas and containers shall be handled and disposed of by trash hauling contractors. ■ Construction debris and waste shall be removed from the site every.two weeks or as directed by the RE. Caltrans Storm Water Quality Handbooks 'Section 8 Construction Site Best Management Practices Manual Solid Waste Management WM•t : March 1, 2003 2 of � Solid Waste Management M-5 ■ Construction material visible to the public shall be stored or stacked in an orderly manner to the satisfaction of the RE. ■ Storm water run-on shall be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. ■ Solid waste storage areas shall be located at least 15 m (50 ft) from drainage facilities and watercourses and shall not be located in areas prone to flooding or ponding. ■ Except during fair weather, construction and highway planting waste not stored in watertight dumpsters shall be securely covered from wind and rain by covering the waste with tarps or plastic sheeting or protected in conformance with the applicable Disturbed Soil Area protection section. ■ Dumpster washout on the project site is not allowed. ■ Notify trash hauling contractors that only watertight dumpsters are acceptable for use on-site. ■ Plan for additional containers during the demolition.phase of construction. ■ Plan for more frequent pickup during the demolition phase of construction. ■ Construction waste shall be stored in a designated area approved by the RE. ■ Segregate potentially hazardous waste from non -hazardous construction site waste. ■ Keep the site clean of litter debris. ■ Make sure that toxic liquid wastes (e.g., used oils, solvents, and paints) and chemicals (e.g., acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. ■ Dispose of non -hazardous waste in accordance with Standard Specification 7-1.13, Disposal of Material Outside the Highway Right of Way. . ■ For disposal of hazardous waste, see BMP WM-6, "Hazardous Waste Management." Have hazardous waste hauled to an appropriate disposal and/or recycling facility. ■ Salvage or recycle useful vegetation debris, packaging and/or surplus building materials when practical. For example, trees and shrubs from land clearing can be converted into wood chips, then used as mulch on graded areas, Wood ' pallets, cardboard boxes, and construction scraps can also be recycled. Caltrans Storm Water QualityHandbooks. Section 8 Construction Site Best Management Practices Manual Solid Waste Management WM-5 QFv March 1, 2003 3 of 4 Solid Waste Management M-5 Maintenance and ■ The WPCM shall monitor onsite solid waste storage and disposal procedures. .Inspection ■ Police site for litter and debris. Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best A* Management Practices Manual Solid Waste Management WM•5 March 1, 2003 1 4 -of 4 Hazardous Waste Management M-6 V. $ � Standard Svmbo a�. BMP Objectives o Soil Stabilization o Sediment Control o Tracking Control o Wind Erosion Control • Non -Storm Water Management • Materials and Waste Management Definition and These are procedures and practices to minimize or eliminate the discharge of Purpose pollutants from construction site hazardous waste to the storm drain systems or to watercourses. Appropriate ■ This best management practice (BMP) applies to all construction projects. Applications ■ Hazardous waste management practices are implemented on construction projects that generate waste from the use of- - f — Petroleum Products, — Asphalt Products, — Concrete Curing Compounds, — Pesticides, — Acids, — . Paints, — Stains, — Solvents, Wood Preservatives, — Roofing Tar, or — Any materials deemed a hazardous waste in California, Title 22 Division 4.5, or listed in 40 CFR Parts 110, 117, 261, or 302, Caltrans Storm Water Quality Handbooks Section A tl n B Construction Site Best Management Practices Manual Hazardous Waste Management WM-6 March 1, 2003 1 of 5 Hazardous Waste Management M-6 Limitations ■ Nothing in this BMP relieves the Contractor from responsibility for compliance with federal, state, and local laws regarding storage, handling, transportation, and disposal of hazardous wastes. ■ This BMP does not cover aerially deposited lead (ADL) soils. For ADL soils refer to BMP WM-7, "Contaminated Soil Management," and the project special provisions. Standards and Education Specifications ■ Educate employees and subcontractors on hazardous waste storage and disposal procedures. ■ Educate employees and subcontractors on potential dangers to humans and the environment from hazardous wastes. ■ Instruct employees and subcontractors on safety procedures for common . construction site hazardous wastes. ■ Instruct employees and subcontractors in identification of hazardous and solid waste. ■ Hold regular meetings to discuss and reinforce hazardous waste management procedures (incorporate into regular safety meetings). I' ■ The Contractor's Water Pollution Control � Manager C shall oversee g � and enforce proper hazardous waste management procedures and practices. ■ Make sure that hazardous waste is collected, removed, and disposed of only at authorized disposal areas. Storage Procedures ■ Wastes shall be stored in sealed containers constructed of a suitable material and shall be labeled as required by Title 22 CCR, Division 4;5 and 49 CFR Parts 172,173, 178, and ,179. ■ . All hazardous waste shall be stored, transported, and disposed as required in Title 22 CCR, Division 4.5 and 49 CFR 261-263. ■ Waste containers shall be stored in temporary containment facilities that shall comply with the following requirements; — Temporary containment facility shall provide for a spill containment volume able to contain precipitation from a 24-hour, 25 year storm event, plus the greater of 10% of the aggregate volume of all containers or 100% of the capacity of the largest tank within its boundary, whichever is greater. Caltrans Storm Water Quality Handbooks Se tlo c n8 Construction Site Best Management Practices Manual Hazardous Waste Management WMA March 1, 2003 2 of 5 � Hazardous Waste Management M-6 — Temporary containment facility shall be impervious to the materials stored there for a minimum contact time of 72 hours, — Temporary containment facilities shall be maintained free of accumulated rainwater and spills, In the event of spills or leaks accumulated rainwater and spills shall be placed into drums after each rainfall. These liquids shall be handled as a hazardous waste unless testing determines them to be non -hazardous. Non -hazardous liquids shall be sent to an approved disposal site, Sufficient separation shall be provided between stored containers to allow for spill cleanup and emergency response access, — Incompatible materials, such as chlorine and ammonia, shall not be stored in -the same temporary containment facility. Throughout the rainy season, temporary containment facilities shall be covered during non -working days, .and prior to rain events. Covered facilities may include use of plastic tarps for small facilities or constructed roofs with overhangs. A storage facility having a solid cover and sides is preferred to a temporary tarp. Storage facilities shall be equipped with *adequate ventilation. ■ Drums shall not be overfilled and wastes shall not be mixed. ■ Unless watertight, containers of dry waste shall be stored on pallets. ■ Paint brushes and equipment for water and oil based paints shall be cleaned within:a contained area and shall not be allowed to contaminate site soils; watercourses or drainage systems. Waste paints, thinners, solvents, residues, and sludges that cannot be recycled or reused shall be disposed of as hazardous waste. When thoroughly dry, latex paint and paint cans, used brushes, rags, absorbent materials, and drop cloths shall be disposed of as solid waste. ■ Ensure that adequate hazardous waste storage volume is available ■ Ensure that hazardous waste collection containers are conveniently located. ■ Designate hazardous waste storage areas on site away from storm drains or watercourses and away from moving vehicles and equipment to prevent accidental spills, ■ Minimize production or generation of hazardous materials and hazardous waste on the job site, ■ Use containment berms in fueling and maintenance areas and where the potential for spills is high, ' Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Hazardous Waste Management WM-6 March 1, 2003 3 of 5 Hazardous Waste Management M-6 ■ Segregate potentially hazardous waste from non -hazardous construction site T debris. ■ Keep liquid or semi-liquid hazardous waste in appropriate containers (closed drums or similar) and under cover, ■ Clearly label all hazardous waste containers with the waste being stored and the date of. accumulation. ■ Place hazardous waste containers in secondary containment. ■ Do not allow potentially hazardous waste materials to accumulate on the ground. ■ Do not mix wastes. Disposal Procedures ■ Waste shall be disposed of outside the highway right-of-way within 90 days of being generated, or as directed by the Resident Engineer (RE). In no case shall hazardous waste storage exceed requirements in Title 22 CCR, Section 66262.34. ■ Waste shall be disposed of by a licensed hazardous waste traiisporter at an authorized and licensed disposal facility or recycling facility utilizing properly completed Uniform Hazardous Waste Manifest forms. ■. A Department of Health Services (DHS) certified laboratoryshall sample waste and classify it to determine the appropriate disposal facility. ■ Make sure that toxic liquid wastes (e.g., used oils, solvents, and paints) and chemicals (e.g., acids, pesticides, additives, curing. compounds) are not disposed of in dumpsters designated for solid waste construction debris. ■ Properly dispose of rainwater in secondary containment that may have mixed with hazardous waste. ■ Recycle any useful material such as used oil or water-based paint when practical. ■ Attention is directed to "Hazardous Material", "Contaminated Material", and "Aerially Deposited Lead" of.the contract documents regarding the handling and disposal of hazardous materials. 1 A* Caltrans Storm Water Quality Handbooks Section 8 Constructlon Site Best Management Practices Manual Hazardous Waste Management WM-6 4v6ww March 1, 2003 4 of.5 l f Hazardous Waste Management 6 Maintenance and ■ A foreman and/or construction supervisor shall monitor on-site hazardous Inspection waste storage and disposal procedures. ■ Waste storage areas shall be kept clean, well organized, and equipped with ample clean-up supplies as appropriate for the materials being stored. ■ Storage areas shall be -inspected in conformance with the provisions in the contract documents. ' ■ Perimeter controls containment structures covers and liners shall be repaired or replaced as needed to maintain proper function. s' ■ Hazardous spills shall be cleaned up and reported in conformance with the applicable Material Safety Data Sheet (MSDS) and the instructions posted at the project site. ■ The National Response Center, at (800) 424-8802, shall be notified of spills of Federal reportable quantities in conformance with the requirements in 40 CFR parts 110, 117, and 302. ■ Copy of the hazardous waste manifests shall be provided to the RE. Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Hazardous Waste Management WM-6 March 1, 2003 5 of 5 ATTACHMENT «B99 Y R _ UNTIAL 121`I24 2 21 �o 4.13& 4�1 Ne ecl t 93-2527 BPEM 056-12-0-022 ROGERS, GREGORY & BEVERLY 97 77 COHASSET RD, COHASSET �iz�ttit I � CONTR: SPLIT SHARP NEW SF _ N v w*� q1 ,�q olio -of,. mol zk c - bg17-2a2O OFFICE COPY.• • I • Address I If GAS Meter By DateL Zt ELECTRIC Meter By Date OFFICE COPY I ' Address GAS Mete Date ELECTR_ Meter By Date �O I JOB FINALED Signature p ` ` y � t .'. A 1 � `_ � � 1 t. - .� t r• , J .. ' ` �. ` t) ( . 1 � r � � i a . r .� t• t v S- � .. e f .. S � f { \ .. �. ' ! .• . �, .�w � � t. � � Y i .1 T 7 Y V=OK O = Not OK Not = Not Readyable MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Teat -Fall -C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Net. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Teat -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fell -Flex Connector 6. Water; MH Teat -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKB, COVERS, CARPORTS, OARAOES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Sol ls-Size-Depth-Spacing-Connectora-Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails . 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Lendings Date/Initials POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test r r MISCELLANEOUS Date/Initial DECKB, COVERS, CARPORTS, OARAOES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Sol ls-Size-Depth-Spacing-Connectora-Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails . 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Lendings Date/Initials POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test I 7�=0K;, O= ,, Not OK - = Not Applicable = Not Ready Date/Initials UNDI #'s RESIDENTIAL (Single & Duplex) If LK., Main; SoWx-Sec. Grmd.-/ ' Ftg. Depth 3. Ftg., garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth- , Porches & Decks; Soils -Steel-/ /Fig. Depth BrFfold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Cripples Cf &• 15. Access & Ventilation �,Av 16. Insulation Date/Initials PLUMBING Permit OK 4cept #'s ater Htr.; t -A ess-Combustion Air -Baffle Water Pipe; Test & Anchor -Nall Protection D.W.V.; Test Fittings & Anchor -Nell Protection tam,S er Pan; Test, First Floor -Tub Access est Tub & Shower, Second Floor -Tub Access Gas Pipe: Size & Anchors !2urs & Transformer Clearance -Ins. Protection lw.'EweReceptacles Spacing -Lights & Switches at Doors ;Lh�.'efiiixes & No. of Conductors -Stapled mex Installed Close to Edge of Studs & C16 . Equip. -Ground made up w/Meth. Fastners-Bond Gas & Water kr-2 Appliance Circuts in Kitchen & Conductor Size/GFI Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. C Al Range Ci .c. / / ga or I- ven Circ. /L44 g or Al. Ins ed Neutral es U No ervice-Riser Conductors & Ground -Main Disconnect 31. EqujeClearances Panels -Motors -Mach. Equip. othes Closet Light -Shower Light -Spa Light %11,410 k s . Smoke Detector 11A Date/Initials MIrOMANICAL Permit OK except #'s 4 A.C. Ducts Insulation & Support M. ye t Fan; Exhaust above insulation ndensate Drain & Overflow; Size & Grade j urnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet Oklf q, 'v MAttic Access & Platform if Furnance in Attic e,19 D Date/Ini als FRAMI ens OK except #'s Sils roper Material & Anchors ells Studs -Nailing, Spacing & Bracing -Plates -Sound &r.'BpAng.walls over Girders & Floor Nailing r Stop in Wells (rat proof) a—?!,re Stops; Furred Ceilings -Stairs -Chases -Tub 4Z->Ie1Cders & Beam -Size & Bearing Date/Initials L_T i FRAMING (Continued) / s \V W. Fir ace Ties or Type A Flue -Fireplace Throat clearance tic Access; Size & Romex Protection -Draft Stop -Ina. BafflesAccess; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions -A@.-Garage Fire Protection Framing SUr,8F-6perty Line Firewall & Openings Selixt. Doors -One 3' -Check Garage -3rd Story, 2 Exits ZV,Stalrs,,Wtd'th-Headroom-Rige-Run-Lapding-Flre'Protection V. pl ood on Roof Overhang -Attic Vents -Rafter Outriggers Veneer X56 Mucro Mesh -Drip Screed -Fd. Vents-Underflr. Access Infiltretiorl-Walls-Windows Air-Connector- ich. Protection 6!!9C. Trim 8tS nel; Breaker Sizes & LalKs 67.KjPhfC& Rails mr-Firep1pee or Stove; Clearances- rth 69. ec.putlets at Wood Pane ; Int. & Ext. i i ZQ,W.FL4 & Appliance; Grnd: Air Gawking Clet3ran'6e 7tAmek Outlets & Receptacles atlVi. Counter 7 7 ¢. Wtr. Htr.; Vepts-Clearance-Comb. Air -Connector- . . . In G ems; Above Floor -Mach. Protection b., Elec. & Mach. Equip. Listed for Location u n -Foam -Looked in Attic s _ ua is & Deck Construction -Po s 1WFdn. Vents & Crawl Hole Door-Draine & Wood -Earth Clear a Looked under Floor owing instld.; Drive O No; Walks 13 Yea o; Planters 19 Yes o rown- ish Csconnect, Elec al, Plumbing 83 -Vents Above Roof; Plbg.-Appliance-Fireplace: Clearance to 85. -Exterior Elec. Trim; G.F.r-Fro-ceptacle-Underground 8 . enti1won Throughout House 87 G ss taction 88. rrection Previous Inspections I .y 89. Ges= eters Tagged; Gas-Electrl A . ate er Connected -C/ o Grade -HD Approval nergy C9mpliance Certificate- her Certificates mma is at Final: T' d COUNTY OF BUTTE - DEPARTMENT OF DEVELQPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT 93-2527 ASSESSOR PARCEL NUMBER 5 -12 - 056-120-022-000 ZONING IM 2 BUILDING PERMIT OWNER OWNER GREGORY & BEVERLY ROGERS TELEPHONE SQ. FT. OCC. BUILDING VALUATION 1,736 R 93 744.00 OWNERS MAILING ADDRESS P.O. BOX 7146, CHT120, CA 95997 96 C 1,248.00 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER UNKNOWN NONF - PAY CASH 605 0 4 235.00 Fireplace I A 1,500.00 Total Valuation $ 100 727.00 Flling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 643.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 21.50 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS 6n INDEPENDENCE CIRCIE, SUITE 900, CHICO, CA Penalty $ BUILDING ADDRESS PERMIT FEE $1,007.50 CONASSET, CA 95926 PLUMBING PERMIT Filing Fee 20.00 Each Trap 91 7.00 63.00 Solar or heat pump water heater 23.00 Water piping 1 15.00 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 15.00 USE OF STRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 15.00 15.00 Building sewer 15.00 .15.00 Mobile Home S G W 20'00 TYPE OF WORK New 9 Addition ElRemodel ❑ Utilities ❑ Installation ElOther O Describe Work: 3 BDRM PERMIT FEE g Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( III OR LESS 200AORLESS 1 11 23.00 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW OR ADDNS CONST. D &EACCGBLDSUP I X 3.5c so 60.75 CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) O I 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 'Al, 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 forthis reason NEW CONST. MULTI -OUTLET NOWRESID. ( BRANCH CIRCUITS I @7.50 POWER APPARATUS I 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES I B20AL. @ 1.00 Ex. Occup.FIXED APPWS. OR ( OUTLETS IRESID.1 EA. I 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): ❑ 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 $ 103, 75 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Pad Mount 1115.00 15.00 Cooling 5 Ton 1 15.00 15.00 Hood 6.50 6,50 Ventilation 4.50 1 4.50 PERMIT FEE $ 61.00 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. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Coun 'n consequence of the granting of this permit. �+ X Date %-5V - / 3 Sign ure of pplic t - Owner 14 Contractor Cl Agent An OSHA permit is required for excavations over 5"0" deep and demolition or An construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ 46.00 Occ R-3 CONST. TYPE VN1,161 TOTAL FEE $ -25 HAZ. 1 D. FEES IMP I FLOOD I CDF I PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do above for which fees have been paid. DIRECTOR OF PUBLIC 1 KS By at PERMIT EXPIRES ON ere work ReceiptNo. 148054 $424.50 PC//148618 $936.75 Bal WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t a o 1 :,' . t ".. � _ ... a.. _.y f �+� L •. x � _ a '�l � f. � Z' . s ".. � _ ... a.. _.y f �+� L •. x � _ a '�l � f. � Z' . s �YI tPUNf,f OF BUTTE - D PARTMENTOF EV 'L(Ir ME TSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 t PERMITAPP•LICATION DATA SHEET OWNER 6 9 6 e,56 GC V (GK&U . �_��i� CS, A. P,". Propose"uilding-fte- Building Inspector Date At time 6f- perii it`applicatioa,,l-was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. .......................... . 3, Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form:. .............................................. . 6. Energy Design Compliance and supporting documentation . .................. 7 Statement of Intent for Non-Heated,and A/C Buildings.' ................... . / a 8. Engineered truss details and layout in duplicate (required prior to plan check}�-�..� 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 0 Fees of $ ......... / 1. Impact fees as shown on attached schedule. ....... . 12 California Department of Forestry plan approval/feestSQ/1 .............. . 13.. -Mood elevation letter (100 year flood) by California Engineer . .............. . 4. Sanitation and plot plan approval /GD Health Department. ........... 15. City of Chico plumbing permit. .... ` ......... ....................... . plan and business license approval C' Biggs/Gridley. ............. Planning approval for (A) Use: g: 18. Contact Land Development.about (A) Improv ments (8) -Drainage ............ Driveway permit (construction approval required prior to occupancy). .... a Pre4nspeabon requeis 20. Pre -inspection for required. �• .. to Building Inspector r> (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 _)............- 4. Recorded copy of Agricultural Acknowledgement Statement . ..................3 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public'r'oad. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30, Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits. i Plan check list. ,,.... " ;,r ............................................. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone ed nd hold for pickup at 4--!n 9? office._ Deliver with inspector. Other Parcel Creation ' qq ,_Acreage - Applicant Date J-3 � (— Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Copy of plans sent Health Dept. Fire Dept. Other The following data must be submitted 'tom uan 1. Index permit for above items No. 2. Additional items required: I above).' r By Contractor, designer, owner, was advised of above required dad �V/ . �.� one _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data Dy _ phone _ mail Cou Pb _ Date L Plans checked by Date fl J%Ws approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works �d' E.H. IISP: ONLY 111w Him Atudied Hime I'hm Atwebed !� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance S�- /z - 2 i Od ner Location AP# Plan Approved for: Sewage Disposal Water Supplly:/` Public Private Well Clearance for bedroom mobile home. Other Thtvc G�Cd"O.# , PK iclGifCC,d Hold final for: I-, Final clearance O.K. for: NOTE: q 511 Environmental He/h Specialist 8/92 8- /7-'3 Date ,Sel ao' <�ST#.us Rcgn � n ® rr, ,Sel ao' <�ST#.us Rcgn COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS l 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER 5a5a-�- PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of ork is completed. If you have any question pertaining to this matter, or additional explanation, please contact this office immediately. t+1 W t _o /m-1 !'�GrAw' w %Z1 : Date '= Inspector? ' du'u� V ti COUNTY OF BUTTE s - f 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 v ��S ✓2 --ZYZ7 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE •�_f 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 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA =' (91-6) 891-2751 , 7 County Center Drive, Oroville, CA - (916)`538-7541 747 f1liott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE .. OWNER NO. A rou ne inspection indicates that the following violations of Butte County Ordinances exist at O wve address and should be corrected. Please notify this office when correction of work feted- Hyou have any questions pertaining to this matter, or need additional explanation, ct this officeimmediately. ovr�l A �35 SvS.SS -I _T z .4-T_-11� r-f:z 11mv ,ur" USE PERMIT BUTTE COUNTY PLANNING COMMISSION DATE: (Certified Mail Rec.) 93-31 PERMIT NO. AP 056-120-022 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Gregory and Beverly Rogers is hereby granted a Use Permit in accordance with application filed: 5/27/93 to allow a second dwelling on property zoned TM -2 located at 9787 Cohasset Road, Chico. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-62. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed by the Permittee within 12 months of the delivery of the countersigned permit to the Permittee. 3. If any use for which a use permit has been granted is not established within one year of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 4. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. SPECIAL CONDITIONS: 1. Meet the requirements of PRC 4290 regarding fire safety as administered by the California Department of Forestry. 2. Pay $200 into the Battalion 2 water tender fund. -Ct.; ' . 3. All new structures shall be located at least 30' from any property line. 4. Provide verification that adequate quantities of potable water can be provided prior to issuance of building permit. Provide water supply which meets Environmental Health requirements. 5. Provide sewage disposal facilities which meet Environmental Health requirements. 6. Destroy the inactive, dug, well on the property bypermit procedure, or verify compliance with Chapter 23B of the Butte County Code. 7. Minor changes may be approved administratively by the Director of Development Services upon receipt of a substantiated written request by the applicant. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 8. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. Dated: g - �)- - '� 3 .� -� --✓ A plica NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. Butte County Planning Commission Chairman CC: Land Development Division Building Division Health Department Department of Forestry COUNTY OF BUTTE - Deoartment of Public Works 7 County Center Drive, Oroville, CA 95965 OWNER -BUILDER VERIFICATION. Attention Property Owner: Phone: 916-538-7541 An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to. provide the major labor and materials for construction of the proposed property improvement (yes or no) L,c� 2. I (have/have not) signed an -'application for a building permit. for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide' portions of this work,.but'l have hire& the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License Nd*. 5. I will provide some of the work.but I have contracted (hired) the following persons to provide -the work indicated: Name. Address . Phone Type of Work Signed: Property Owner Social Security Nu ber - Date 9 —T - NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING RECEIPT 13784 ISSUED BY Zoo-A C-10, I PUBLIC ENV OTHER APPLICANT RECEIVED FROM DATE RECEIPT NO. TOTAL PUBLIC RECEIVED WORKS LAIC- USE PERMITS VARIANCES DOCUMENTS ZONING MEALTN OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING RECEIPT 13784 ISSUED BY COUNTY OF BUTTE —.DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7.COUNTY CENTER'DRIVE, OROVILLE. CA 95965 :.TELEPHONE (916) 538-7541 .OWNER. � V� A.P. 6-12 0� PROPOSED BUILDING USE 1.OOL DISTRICT FEES (paid at District Office) ........................ 2. SHERIFF FEES (paid at Building Department) Residential ...... x�� $ u it amt. Commercial (sgft) x _$ Al� - 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. DATE Z;?2 REC. # DATE REC 4'. RECREATION DISTRICT FEES (paid at District Office) ......................... 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... 1618-0 �76ia q,� (paid at Building Department) At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE , -- 3 d '9_3 COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name' Address City Phone Contractors License No. 4. I plan to provide portions of this work, but -Ihave hired the'following person - to -coordinate, supervise, and provide the major work - Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone- Type of Work Signed: Property Owner Social Security NuImber Date 7 - 3 d •NOTE: This.Owner -Builder Adrification-.is sent to you as required by Sections 19831 and __"19832 of the California Health -and Safety Code. This verification must be.completed and returned to our office before we are per- mitted to issue the permit. ..; ^'c4 '�. �a �; w f "f'. R!�,337 t' � .. -y�i 'E '0 avtf�'.'rY`'`'"'�.''4�`''7r..S'='ft�ar;''P,�%, „r' •.:�tw;�s�1�73- -r.: �..:t ..+�....rti �iY-"�^.. BUTTE COUNTY SCHOOLS IMPACT'FEE CERTIFICATION FORM (One Form Per Building) School District C U, S D Building Department No. A.P. Number (9 g(o =tAo 'W) -00 Jurisdiction 0 City County Property Owner %3euc�.L P LS Property Location/Address 9 7 8 7 eei k A ss e T Edo �►o — C h e.. o Subdivison Lot No. Residential Development ® 0 o. of Living MHI Addition Units Sq. Footage 2 3 6 _ (Group R) Commercial/Industrial 0 Sq. Footage New Addition (Including Exterior Roofed Areas) Date (Floor Plans reviewed by School District Personnel) District Identification No. n_- School District certifies that (� (Applicant) (Street Address), (Phone Number).' (City) " • (State) has complied with the requirements of Resolution No. 518.9azw. 9 representing Jr% 36o square feet. School District Representative Paid .by Check Number Remarks: Bank Number Paid by Cash (Zip Code) by payment of $ Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) . feeform.Al (4/92) 2, /-Z� OaJeRml�)AL-L, \ v 3� �4�0- 1 Av,,c�- � � 5 ( S - ,EOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENy' SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 C. HERMIT fy��; APPLICATION AND PERMIT % —)- � ASSESSOR PARCEL NUMBER • / Q C) ZO"r"/.• G BUILDING PERMIT C A'4.13e j - it L � 2 TELEPHONE SQ. FT. OCC. BUILDING VALUATION �/ i • -moi OWNER'S MAILING RES$ u, - c r C c�. s c�._ CON TRACTOR'S NAME TELEPHONE .� ` / CONTRACTOR'S MAILING ADDRESS , -Q r g M 1 Oft Fireplace CONSTRUCTION LENDER 0 — UNKNOWN Total Valuation 1 $ 7 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $•-3- ARCHITECT OR ENGINEER P LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ !(7Gj ARCHITECT OR NGINEER'S MAILING ADDRESS i � C! )CO C; 60 h penalty $ BUILDING ADDRESS 7 Cah ssc-T &o PERMIT FEE $ i PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 �%!J LOT NO.SUBDIVISION'S NAME RCEL MAP Each gas water heater or vent 15.00 USE OFA SF K Duplex ❑ Mobilehome ❑ Ot sPEcl v Gas piping system 1 - 5 outlets 15.00 S (] V Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK NewX Addition - Re as nstallation t e Describ o h 61 IL L�^ PERMIT FEE $ L — Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( OR LESS 2001 OR LESS 200A 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCC P. OR ADONS. ( a ACC. BLDS. ) S0. 3.50 FT• ,- 1, ' NEW CONST. MULTI -OUTLET •NON-RESID. ( BRANCH CIRCUITS ) @7.50 CONTRACTORS LIC I declare under penalty of pert c one) ❑ I 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 ❑ 1, 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) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason POWER APPARATUS ) ( & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B2 @ 1.000 Ex. Occup.FIXED APPLNS. OR (OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 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. ❑ 1 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 $ J ' 7 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating M .1 `'/r(Co,. ,1, Cooling 06, Hood 6.50 „_ �,] Ventilation G, ! PERMIT FEE S P Contractor I certify that I have read this application and state that the above information is correct. 1 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. �J X Date / / () // j� ature of Applicant - ❑ Owner O Contractor O Agent d demolition or �OSHA permit is required for excavations over 5"0" deep and construction of stru-ct re er 3sttgries in height. / Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HA2. I D. FEES I IMP I FLOOD I CDFPARCEL PD HD ISSUE This permit is hereby issued under in the Butte County Code and/or indicated above for which fees have DIRECTOR OF PUBLIC By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. WORKS Date IDe tel ,i c1� / Receipt No. WHITE-D.0.5.-B.D. CANARY -ASSESSOR PINK -INSPECTOR �` GOLDENROD -APPLICANT August 17, 1993 Gregory and Beverly Rogers P.O. Box 7346 Chico, CA 95927 CERTIFIED MAIL Re: Use Permit, AP 056-120-022 Dear Mr. and Mrs. Rogers: 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 FAX: (916) 538-7785 COUNTY OF BU"g- BUILDING DEP` AUG 1 91993 Enclosed is your validated Use Permit No. 93-31 to allow a second dwelling on property zoned TM -2 located on the west side of Cohasset Road, approximately 900 feet north of Laughing Fox Lane, Chico. Should you have any questions regarding this matter, please contact this office. Sincerely, 4 A. Willi m Farrel Director of Development Services WF:lr Enc. cc: Land Development D' 'Sion Building Division Environmental Health Department of Forestry USE PERMIT BUTTE COUNTY PLANNING COMMISSION AUG 19 1993 DATE: (C6rtified Mail Rec.) 93-31 PERMIT NO. AP 056-120-022 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Gregory and Beverly Rogers is hereby granted a Use Permit in accordance with application filed: 5/27/93 to allow a second dwelling on property zoned TM -2 located at 9787 Cohasset Road, Chico. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-62. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed by the Permittee within 12 months of the delivery of the countersigned permit to the Permittee. 3. If any use for which a use permit has been granted is not established within one year of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 4. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the . Permittee. SPECIAL CONDITIONS: 1. Meet the requirements of PRC 4290 regarding fire safety as administered by the California Department of Forestry. 2. Pay $200 into the Battalion 2 water tender fund. 3. All new structures shall be located at least 30' from any property line. 4. Provide verification that adequate quantities of potable water can be provided prior to issuance of building permit. Provide water supply which meets Environmental Health requirements. 5. Provide sewage disposal facilities which meet Environmental Health requirements. 6. Destroy the inactive, dug, well on the property by permit procedure, or verify compliance with Chapter 23B of the Butte County Code. 7. Minor changes may be approved administratively by the Director of Development Services upon receipt of a substantiated written request by the applicant. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 8. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. Dated: Applicant NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. Butte County Planning Commission Chairman CC: Land Development Division Building Division Health Department Department of Forestry 3 n ED APPROV DEVELOPMENT PIAN DATE JUL 2 2 1993 USE PERMIT V VARIANCE BY <— c- 0 hr6SSc•i l�oq,v ,—> /01R/ 5@15 94 OAM ,L ,r2-22 AP # r d'f s ATTACHMENT 1 PERMIT # NAME ' Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. Vj 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availabil- ity, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [kj 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [�] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius. [�] 1. No roadway shall have a horizontal inside radius or curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. �1 2. The length of vertical curves. in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. (<] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. �J 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet / long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot / traffic land and unobstructed vertical clearance of 15 feet along its entire length. -'J4�6-(I--L2 Ptr_- 2 --13 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [ 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates. VIII 1. Gate entrances shall be at least two feet wider than the roadway it serves. [] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. ' [ ] 3. Where a one-way road with a single traffic land provides entrance, a 50 foot turning radius shall be used. ` Fuel Modification 1276.01 Setback for Structure Defensible Space. fDQ 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ) 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect: See Other Requirements below. tV1 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegeta- tion and fuels caused by site development and construc- tion, road and driveway construction and fuel modifica- tion shall be completed prior to completion of road construction or final inspection of a building permit. ,v -- /-)- - --z Other Requirements ,?- �'- 9.3 Date ,(.0_ 3 0- Z-, V Signature e, i 104 CAPREALIAN ENGINEERING P.O. Box 341 Chico, CA 95927 (916) 891-6886 STRUCTURAL CALCULATIONS FOR: ROGERS HOUSE STRUCTURAL CRITERIA: Seismic Zone 3 Basic Wind Speed - 2 5"' m.p.h. (Example B. Method Zr Concrete fc - zrao P.S.I. Reinforcing Steel - Grade �D Masonry: Grade Solid Grouted yes/no Structural Steel: Grade — Yield: k.e.i. REFER LACES: - 19 11. B. C. - Western Woods (Jae Book Second Edition - A.P.A. Construction Guide. PUB E 30E - Manual of Steel Construction 8Lh Edition - Concrete Masonry Design Manual 5th Edition - Structural Engineering (landbook, Gaylord & Gaylord, 2nd Edition to DATA: 12-31- 9 3 ABBREVIATIONS: O.T. - Overturning O.T.M. - O.T. Moment S.F. - Safety Factor ALT. - Alternate C.F. - Good For N -S - North-South E -W - East-West E.W. - Each Way TR1B. - Tributary ®t�M OWN" opp'OVED. CAPREALIAN ENGINEERING P. 0. Box 341 .CHICO, CALIFORNIA 95927 (916) 891-6886 JOB 2— SHEET NO. OF— CALCULATED F_CALCULATED BY!!fQ/-I f DAT&G 3 01993 CHECKED BY DATE SCALE ASSUMPTIONS AND DESIGN DATA Type of Structure A✓A• a Roof Pitch Loads in V ft2: Dead Load Total D.L. Live Load TOTAL Roof: S�1/ �. a) Z" J I � 1 �� s7S 2.l 5Q 1st Floor: 2nd Floor: �Oer �, p // Al SI � S R�oQ�OIESSIpN4e Balconies/ �F �y Decks �nruerl AIIcltl Ext, Walls: T/-// _ /. 9 M/sc /. o s�P : 2 ZN St Other: I" DATA: 12-31.4 3 Wind Zone 7� m.p.h. Max. Ht. Z S"' ft. Ce=�.7 C l• 3 qs_ g I= 1,6 Wind Pressure ^ (example B, method 2)=/36 p.s.f. . Earthquake Loading= ZI C W= Where Z= Rw _� C = 2,76- W=Weight of building causing force in member Basic Soil Pressure 1r60 #/ft2 + /SD 4/ft2/ft depth below 1' beneath original groin or finish grafi Passive lateral earth pressure= p.s.f./ft of depth Active lateral earth pressure = .s.f:/ft of depth. Equivalent fluid density= #/ft (Min. Density = 30 Oft Skin friction= (but not more than .5 x D.L.) FaW M I /Mras/,s 4,0. IIs 11411 j� It ESS1014, micHAEL ALLEN CApREAl IAN zo 21907 OF C Po' tv DATE. 12-31- .9 -r#7- 3 -7 CD r- 0 O O m ( ' t ,aa. 1 -II QapF ES$/p�9`� MICMAEI ALLEN a C nMIAN * 2M7 qlE of CAIIf�Q�\ EXP QATE 12-3q- 9 0 .5 -NT y I EXP DATE: Q-31- 9 RAP a lu si C°7t 7 -I o ° �: CS1 S O CSl 01 CSD �t X C> l< S CD Cb SSU. n �} ct ct — ib Z 3 — "SO iU Cb CO CSD X ct CS1 O �- C>- i11 CS1 CD �• N S CbO vt �U CO w cb �- O Ct CS1 n O O � Cb C> O ct � O CS1 r n L- 7 QbRL� o �: 01 rt S CD Cb SSU. n �} CD ct 'O Z 3 "SO iU Cb CO N �- C>- i11 CS1 CD �• N S vt �U CO w cb �- ct SL � Cb sW 7' 7 R�AI'� f� e I T f l n Z _ _ � � �� - 1 ^ � � Xp �A �t � � � �� P .�. . ;�5� . r r CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 • (916) 891-6886 JOB SHEET NO. - 7 OF CALCULATED BY. DATE AUG 3 0 IM CHECKED BY DATE 1 MA 12-31.'; 9 JOB CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. // OF CALCULATED BY DATAJIG 3 n 1993 CHECKED BY DATE Qr.Al I ............ .............. ............. .. I ............. ............. . . ............. .............. ............. .............. .............. ............. 7 a*ke %e ly/m I EM %0 CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. f --f / OF QQQ�� CALCULATED BY DATEAUG 3 01993 CHECKED BY DATE JOB CAPREALIAN ENGINEERING / P. 0. BOX 341 CHICO, CALIFORNIA 95927 SHEET NO. OF CALCULATED By �� DATAUs 3 01993 (916) 8916886 CHECKED BY / /2 I' _ 1 DA ESSIQ ' SCALE ......_ ...............i._.........'.................._ .. .._.. ......... .._. ..... ...._ ...... ...... ..... ..._. ._.. ...... ..... ... ftEfi.l�tE Esl{� ......... 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A:t ......_ A.._......_....._...._... _.�...._._._._.._.....:.........................................._ ...... ; ..... ...... ..._ _............._ ..- ..... _.......... ...... - - �-:;i _..... .... ..... _._............ ...... ...... .. ..... .....p.py! _ _..... - i i .............. .............. ........E............. ... .... ..... �s x .3 -L,1211 N 77-7177- 1p. qq—.4441, ..;.4.4 7 __.... _.....__..._. _.._._..._.__.........__ _.__....__._.._....... ........................T .. _.....- -- . - _... 4 ............:............ ii ............. .............. .. ..... :.............:............. .:............. .:.................... _. 17 .............. ... .... D� E ..... ..... .von . r ND ITT- 1 -0- f t .......... r1VOW. ........ a� .. ...........Lid- . �I . . .. .............. ............ ..................................._....................... . .......... ............. 71: .......... . :. ...... ... ....:.... ........:.... ......:.... ....i ....... ..... ....:.... ....... ....:.... ....:.... ....: i .......�........, ........:.... ....:.........:.... .. � ..°.H -E -U ... .......... ......�.` ......... ........ ........ ........ � :AREA $ H E A �.......LI/.a.L. �.........................� ...... _ _ .... CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 County Center Drive Oroville, CA 95965 (916) 538-7541 REQUIREMENTS FOR ENGINEERING DOCUMENTS I. Calculation sheets must be numbered consecutively. from beginning to end, showing the total number of sheets. 2. The cover sheet of the calculations must be stamped and wet signed by the engineer or architect (BPC SEC. 6735). 3. Calculations must show the current code under which the design was made, as well as complete design criteria. 4. If the plans are required to be prepared by an engineer or architect, all sheets of plans must be stamped and wet signed by the engineer or architect (BPC SEC. 6735). 5. If partial engineering is -done for a residential structure, either full size plan sheets or 8 1/2" x 11" sheets showing all engineering requirements is required. Such sheets shall be stamped and wet signed by the engineer. 6. Calculations and details must show the current name, address, and telephone number of the engineer or architect. � �,¢ovc�E CSS � Co,vsfT .DEnRt �s F'o� DF fly> Z s-r�Y 5wcroo, a6 & I L��ss�E mu r I A(. P651y'N AporoT r ,-Return to Sud1GiN9 v = AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT I FOR RESIDENTIAL DEVELOPMENT Sectio -8.1 of the Butte County Code requires this acknowledgement be recorded State of prior ice.-iss-aance of a building permit. 19 13, before me, the SS. The property_ described herein is adjacentr� r�, I County of,� I�f'L •)- to land or -included, within .an area zoned 22 1 Rec Fee 93-0354221 8.00 .for agricultural puposes, and .residents. I Cash 8.00 of this property may be subject to incon- Recorded I E] Personally known to me. veniences or discomfort arising from the Official Records I ' use of.: agricultural" chemicals, including, County of I be the person(s) whose but not limited to herbicides, pesticides, Butte I acknow ged that and fertilizers; and from the pursuit Candace J. Grubbs i purposes co ane IN WIT.IESWHEREOF, of agricultural operations including, Recorder II hand andfcial ea..% but not limited to cultivation, plowing, 10:57am 17 -Aug -93 I PUBL XX 2 spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has a ablished agricul- tural 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. -praperty.-.`situate in . the County of Butte, State of California, .described as follows: a-000 00. 9S2 d,_1 Date: - /l - 9 3 PROPERTY OWNERS: State of On this the (�-rri day of 19 13, before me, the SS. undersigned Notary Public, personally appeared County of,� I�f'L •)- (.14 a oVL Ian ,\ DANIEL F. HUNT E] Personally known to me. Proved to me on the. basis CALIFORNIA Euite County ' of satisf ctor evidence. I c .,. • /� ;, y commission Expires Oct 1,1994� be the person(s) whose name(s) v`z_ scribed to the within instrument7erlin acknow ged that executed the same for the purposes co ane IN WIT.IESWHEREOF, I hereunto set my hand andfcial ea..% l� \ Present A.P. No. Gd -(, /Z�%- "` `-':' Notary Pub A ht E g I C . DESCRIPTION 90-4 39 14 ORDER NO. BU -116185 -LP ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SFCTION 22, TOWNSHIP 24 -NORTH, RANGE 2 EAST, M.D.B. & M., EXCEPTING PORTION WITHIN THE LIMITS OF COUNTY ROADS OR PUBLIC HIGHWAYS. ALSO EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT THS NORTHEAST CORNER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER. OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 22; THENCE WEST ALONG THE NORTH LINE OF SAID SJUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST,. QUARTER OF THE SOUTHEAST QUARTER OF SECTION 22, 270 FEET; THENCE SOUTH PARALLEL TO THE EAST LINE OF SAID SECTION 22, 120 FEET; THENCE EAST PARALLEL TO THE NORTH LINE OF THE SAID SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 22, 270 FEET TO THE EAST LINE OF SECTION 22; THENCE NORTH ALONG THE EAST LINE OF SAID SECTION 22, 120 FEET TO THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM ALL ROADS AND DITCHES AND HARTT CREEK SPRING, IF THE SAME BE LOCATED ON THE ABOVE DESCRIBED PROPERTY WHICH WERE EXCEPTED IN THAT CERTAIN DEED FROM IDA BELL CROWDER, A SINGLE WOMAN, TO F. A. NORTH, DATED JULY 121 1921, AND RECORDED AUGUST 3, 1921, IN VOLUME 176 OF DEEDS, PAGE 298, BUTTE COUNTY RECORDS. END OF DOCUMENT 'm'%r-Ll-rl A I '5 -12-22 2748-91B ROGERS 'Gregory 9787 Cohasset Rd, Cohassej (new detached garage) JOB FINALE Signature 4. JOB FINALE Signature J=OK O =.Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements M CELLANEO S po Date , CO S, C O AGES, ans)OK except #'s o g rem cks)ag4kents 77- Olt Footings S e -D th-Spa ' g -Connectors eel 3. Decks; Grillers and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carp ts; Windo Doo is "' d Frm r -Rftr r idi ing neer- cco-Mesh S -R ee�Ext.; SP's rs La gs Date /0-/7-f Card B-1 kk& Date 5/-/0 Card B-1 �3 Date I- 7-9ZCard B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P' ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance R Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 M CELLANEO S po Date , CO S, C O AGES, ans)OK except #'s o g rem cks)ag4kents 77- Olt Footings S e -D th-Spa ' g -Connectors eel 3. Decks; Grillers and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carp ts; Windo Doo is "' d Frm r -Rftr r idi ing neer- cco-Mesh S -R ee�Ext.; SP's rs La gs Date /0-/7-f Card B-1 kk& Date 5/-/0 Card B-1 �3 Date I- 7-9ZCard B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 o J=CCK O = Not OK; = Not Applicable Not Ready RESIDENTIAL (; -= , , , Date UNDERFLOOR (Plans) OK except ff's 1. Zoning-Setbacks-Easer iafits-Flood-Slope 2. Ftg., Main: Soils-Elecr'G nd.-/-,/" Ftg-Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ T' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel=/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped, 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date . PLUMBING (Permit),OK except #'s 16. Water Htr.: Vent -Access -Combustion Air -Baffle ------------- --------------------------- 17. Water Pipe: Test & Anchor -Nail Protection ------- -----------------=--------------------- 18. D.W.V.: Test -Fittings & Anchor -Nail Protection ---------------- - ------------------ 19. Shower Pan: Test. First Floor -Tub Access ---------- -- ------ -------------------- 20. Test Tub & Shower, Second Floor -Tub Access `. -- 21. Gas Pipe: Size & Anchors Date Card B-1 Date Card -B-1 -------------------------------------....... -- - --------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except If's 22. Fixture & Transformer Clearance -Ins. Protection --------------------- ---------------------------- -- 23. Elec. Receptacles Spacing -Lights & Switches at Doors 11 --- -------------------- ------------- ------------------------------- 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. ----------- ------------------------------------------------------------------- 26. Equip. Ground made'up w!Mech. Fastners-Bond Gas & Water ---------- ---------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI --------------------------------------------------------=------------------- ------ 28. Subfeed Wire Size / ga. Cu or AI-A.C. Wire Size ! / ga. Cu or Al ------------------------------------------------ --- 29. Range Circ / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral - ❑ Yes- - ❑ No ----------- ----------------------- 30. Service -Riser Conductors & Ground -Main Disconnect --------------- - - -- - ---------------------------------- 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light ---------- - ----------------------------------- ---- --------------------- 33. Smoke Detector --------------------------------------------------------------------------------- DateCard B-1 Date Card -B-1 ---------------- ---------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) Ok except ft's 34. A.C. Ducts Insulation & Support ----------- -------------------------------------------------------------------- 35. Vent Fan. Exhaust above insulation ------------ ----------------------------------------------------------- 36. Condensate Drain & Overflow: Size & Grade ------------------------------------------------------------------- - 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet --- ---------------------- ------------------------------------------------------ 38. ----------------------------------------------------------------- 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 --- -------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except a's 39. Sils. Proper Material & Anchors - -- - -- ----------------------------- --------- 40. Walls Studs -Nailing Spacing & Bracing-Plates-Sound ---------------------------------------------------------------------------- --- 41. Bearing Walls over Girders & Floor Nailing -- ---- - ------------------------------------------ 42. Draft Stop in Walls (rat proof) ------ -------------------------------------------------------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub - ------------------------ 44. Headers & Beam -Size & Bearing jingle & Duplex) Date • - FRAMING (Continued) 45. Hangers -Post Caps-Anchors-Conhectbrs, 46. Cing. Joist-Rftr. ties- Pudin =roof B;ac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance - 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ -50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check .Garage -3rd Story, 2 Exits 53. Stairs; Width -Head room -Rise -Run- Landing Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ___57. Glazing Area -Glass Protection -Sky ights-Plastic ------ 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows -------------- --------------- ----------------------------- - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ti's 61. Ext. Steps -Door & Sidelight Protection -Landings _ 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G_F.I_& Bath Fixtures & Tub Access -Spa ------------- ----------------- 66. Elec. Trim & Subpanel; Breaker Sizes & Labels ---------------- - - - - ------ 67. Stairs & Rails _ 68. Fireplace or Stove; CIearances-Hearth 69. Elec. Outlets at Wood Panel_Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door: Swing -Landing -Closer 73. A.C. Duct in Garage -_Damper _ 74. Wtr. Htr_Vents-Clearance-Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection 75. Plb.. Elec. & Mech. Equip. Listed for Location ------------------- 76. Elec. Receptacles in Garage: (G.F.1.)-Romex!Protection ------------------------------- --- 7-'. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps ---------------------- 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor, ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks 11Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco: Brown -Finish ------- ---------------------- --- 82. A.C. Unit; Disconnect. Electrical, Plumbing - - --- ------------------------------ - 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing --------------------------------- 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground -------------------- 86. -----. --- -------86. Ventilation Throughout House -------------------------- - 87. Glass Protection ----------------------------- 88. Corrections from Previous Inspections ----------------- --------_----- ---------------- 89. Gas Test -Meters Tagged; Gas -Electric -.._. --------------------------- -------------------------------- 90. -Water & Sewer Connected -C/O to Grade -HD. Approval ------------------ - -- 91. Energy Compliance Certificate-O:.her Certificates ------- I --------------------------------- - -- Date Card B-1 Date Card B-1 ----- - - -._...-------------------- - -- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: w„ 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 A routine inspection indicates that the following violations of Butte County Ordinances east at the above address and should be corrected. Please notify this office when correction of walk is completed. If you have any questions pertaining to this matter, or need additional explaru don, please contact this office immediately. C���S.�1►Jl�i i _ C, p �o/at�c W i / ti G U/+tit- rec, ers -�-tit? �>•�� (c i l TUr r -Q I NiPle( > /'d✓ Date %— f Z Inspector REV 11/91 - COUNTY OF BUTTE r• % % 3 DEPARTMENT OF PUBLIC WORKS J'Z 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville -phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 rv,,yz CORRECTION NOTICE - OWNER PERMIT NO. :i A routine inspection indicates that the following violations ,of County Ordinance exist at the above address and should be corrected. Please.notify this office when correction of work is completed. If you have any question pertaining to this ,3 matter, or need additional explanation, please -contact this office immediately. -s o 4i A, C a a[ 14 r .F: r e OL. 49 I Q re i ae_4 w- «s v ^t� 4 In 5 Date_ /0- / — 1 Inspector ��l es CJ C I } COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 56-12-0-022 ZO.N 1 W G TM2 BUILDING PERMIT OWNER GREGORY ROGERS 707 TELEPHONE 546-7105 S0. FT. OCC, BUILDING VALUATION 576 M 10 368 OWNER'S MAILING ADDRESS 3776 MOCHA LN SANTA ROSA 95403 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation Is 10,368 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 86.50 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ 43.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS COHASSETT RD COHASSETT /O, Permit fee $ 139.75 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping, 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other DET GARAGE SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00ea TYPE OF WORK New V] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: DRT CARAGR Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1100 00V OR LESS AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one p Y p Ir Y hk ( )• ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.N) OR ACDNS. \ACC. BLDGS. , �xdsgft NEW CONSTRESID, RANCH TLET CIRCUITS) NON.RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20050S 9AL03o FIXED APLISIS \\ Ex. OCCup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ i have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed.revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g LHood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agains 'd County in consequ ce of the granting of this permit. o X Date — �T~ / % Sign re of A plica - Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures v t 'es in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ - 13 .75 HA Z. CUA PARK SCHL FLD coF PA PD I H Issy� This permit is hereby issued unser the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated abo a for which fees have been paid. )DREC R OF 7LIC WORKS �(�Q BY Date PERMIT EXPIRES ate : A i.. Receipt No. 29 139.75 WHITE-O.P.W.. YELLOW-ASSE330R. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916,"538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONI Al Z_ BUILDING PERMIT OWNER ' r6>90ey 70 7 TELEPHONE_ SO. FT. OCC. BUILDING VALUATION /V1 10. SZPF OWNER'S MAILPyIN ` z6- ��� LN sfAIMill CA-- 954/03 CONTRACTOR'S VK2 TELEPHONE OwWe CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LEL40ER� UNKNOWN Total Valuation Is i D , 86 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 50 ARCHITECT OREN I,tAQ �R LICENSE No. Plan Checking Fee $ ,3, Z Energy Plan Checking Fee ARCHITECT OR ENGIN/ENE 'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 9-78-7 Permit fee $ 3 '7s ePLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehome❑ Other 4ef �r-�A&C- SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home TTTG W 0.00 ea TYPE OF WORK NeWA Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. ❑as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason OCCUP.&) NEW CONST. DWELLING OR AODNS. ACC. BLDGS, l , �iesgft NEW CONSTR ULTI.OUTLET NON-RESID BRANCH CIRCUITS) 2,50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 5ALP 30¢ Ex. Occup. OUTLETS RESID )REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. IYirin g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Penult Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. xThis Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct. ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE A TOTAL FEE $ �� rygZ CUA I PARK SCHL i FLo I coF I PAR Po • Issu= I Ho - 1 permit is hereby issued unser sions or the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date c— Receipt No. 9 7/� / — 1.3 S �-- WNITE-O.P.W.. TELLOW-AS8r35OR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY'OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention. Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) ",e f>- 2. Iave ave not) signed an application for a building permit for proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Security IZmiber_ Date q - C7 9 % NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER Q� A. P. No. 6 /yo,C)ZZ Proposed Building Use +� -G 2 G� Building Inspector Date S-- cir/ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans. . . 3. Complete plans in ctjjicate/ plicate, signed by preparer. of plans 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ........................................... 6. Energy Design Compliance and supporting documentation .....:. . 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid ...................................................... 13. 0-hool District fees paid .............. _ t4 Sanitation approval from Health Department -� 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classification) ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to ownMail to contractor. �lephone and hold for pickup at office. Deliver w/inspector. Other 1141,4i / T� q797 Ca hA 55e{f /� C�/iC0 955,e plicant ate 8-' Copy of !-Idz-�Mat form sent Health Dept. Fire Dept. ---AirPollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted, prior to permit issuance: (Circle new-.item--not--chec"ked above). C 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_-jnaiI—counter by ".date Contractor, designer, owner, was advised of above required data by—phone —ma il—counter by date Plans checked by !�w Date -BI 1091 Plans approved by Date (x(91 Sets of plans on hold in File cabinet AP folder Copy—DPW TO Buildinq Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Loca ion AP# Plan Approved for: Sewage Disposal Water Supply Hold final for: Final clearance O.R. for: Clearance for _ bedroom mobile home. Other Water Supply Water Supply COUNTY OF BUTTE -,DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-338-7541 DATE 9 6rcoorq IZO RE 3-7-7 (a Mocha � : SQila�e/w� Fo1�Ap � y 7�8- gl S"f7L 12oxL 95403 A.P. # 5&_J2.0-077- With &_I2.0-022 With reference to the above subject: / / Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER / / We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. OTHER Des(cfma l Wka� kaa (J.1La �?2,,/1� to d) V" ,CnUYICrrY�Ctor �(� (/� /f��l�J�d Should you have any questions concerning the above, please contact of this office. JFG/aj Yours very truly, William Cheff Director of Public Works J.F. Glander Chief Building Inspector i Counts DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE t OROVILLE. CALIFORNIA 95965 Telephone: (916) 538-7541 RONALD 0. McELROY Deputy Director July 20, 1992 Gregory Rogers RE: Building Permit No. 2748-91 3776 Mocha Lane Expiration Date 8.41-6492 Santa Rosa, CA 95403 (A.P. No. 056-120-022 ) Dear Mr. Rogers: With reference to the above subject, our records indicate that your Building Permit expires on the above date. Building permits are valid for one year and should construction be started but not completed by the expiration date of the permit, the permit shall be renewed for 2 the original Building Permit Fee (plus a $15.00 "Filing Fee"). The renewal permit will extend the Building Permit for an additional year from the original expiration date. Should you not renew your permit within thirty days of the expiration date, it cannot be renewed and all work must cease until a new building permit is issued. If your construction is completed or should you have any questions concerning this matter, please contact the Chico office. For your convenience, we are enclosing a renewal application' form and owner - builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. Thank you for your prompt attention concerning this matter. JFG:aam Attachments: Permit Application Owner -Builder Information Owner -Builder. Verification cc: Building Inspector - Yours very truly, William Cheff Director of Public Works (; z �/X _V, - " � 4 . Glander ief Building Inspector Chico - 196 Memorial Way/891-2751 Paradise - 745 Elliot-Rd./872-6307 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS -ITEMS TO LOOK OUT. FOR �tairway`details: "landings, rise and run, head clearance, handrails Q 3306). 2 Guardr.ai tails (Sec. 1711 & 3306(j). ' ric r"stone veneer (Chapter *30). aster - weep screeds (Sec. 4706). oper roof pitch for roof convering (Chapter 32). Roo g type - (fire hazard). F insulation - protection. 8• 36".halls and stairways. Living area over garage - complete 1 -hour separation required on garage side inc g pporting walls and posts, etc. s on three-story dwellings (sec. 3303 & see Mezannines - 1716). T.A c access andventilation (Sec. 3205). erfloor access and ventilation (Sec. 2516). b t ort air for fuel burning appliances - L.P.G. requirements. 1 oise requirements on duplexes. rgy design. . Flashing at all exterior openings., po.nsible area requirements. w' r �� RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit ' # OWNER C`�c�C�' A. P. # Plan Checker.: GENERAL lf� ning requirements: (sideyards and number of permitted living units).GfSt PSWrI.IT' r.P lu tion. ns signed by designer. r description of work on application.. P P -9 Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). 9— 'corded notice of violation. Y PLOT PLAN 0 omplete parcel size and dimensions. 2,�Setbacks, sideyards, easements, etc. 3�" Other buildings or structures. . ding, fills, drainage. Flood hazard. 6. Special conditions .on creat' e CDF inklers, non-comb- yatible, and foundations). "S45��pr11T �Nn�-Y\OSS ' 7. FAU & FAS road setback. g or utilities across lot lines (Record form). FLOOR PLAN mpl to scale plan with dimensions. Re fired windows for light and ventilation (Sec. 1205). equired windows :for second -exit (Seca 1204).. 4.rkylights (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). �ece 'xtures, switches, receptacles, and exterior receptacles for main - of mechanical equipment. 9 s of water,heater, heating and cooling equipment, other electrical or gas uipment. 1.. e firewall, door size, and closer (Sec. 503(d)(3)). 14. �Fip ' ' xterior exit door (sec. 3304 (f). 1 ce and wood stove location, alcoves, and clearance. 1 . S e detectors (Sec. 1210). 14. Plumbing fixtures, water closet clearances and shower size. STRUCXRAL DETAILS 04?__�Sltandard bracing or engineered design (Table 25V) 2—U-n-u-su-51 shape, size, or split level house requiring lateral design. 'IClere ory requiring balloon framing and/or engineering. ee story building requiring engineered calculations -.plans. Foundation plan complete enough to construct buildinN6; J 6 loor construction details complete enough to construct ui i.ng. V-ations and wall construction details complete enough to construct building 8Z--R-o of construction details complete enough to construct building. 9�-dace construction details and calcs if necessary. 1 Rafter ties or bearing ridge beam. 11- Garage door or porch header sizes. It" Stud heights. 43' Adobe soils - special foundation. design. . etaini.ng walls requiring design. Special Inspection required. EENT BY : M I C'HAEL SCHMIDT/ASSOC 08-26-93 03:5^PM 91689:EO463-j 9155382140 # 1 COUNTY OF BUTTO BUILDING DEPT MICHAEL SCHMIDT & ASSOC, Am% 2 6 1993 60 Independence Circle, Suite 200 Chico, CA 95926 Phone (916) 893-0111 E;C' TRANSMITTAL TO: FAX NUMBER: /.?u -�17Z- CC OA-ITy �"7e - C !!y'e , - /- 4-,3 g - 0? / �/o TRANSMITTAL FROM: MICHAEL J. SCHMIDT FAX: (91 6) 893-0463 pages (including this shut) m e s s a g e s SENT BY : tri I CHAEL SCHM I DT/ASSOC. Certificate of Compliance: 08-26_93 03:58Ph1 916:393046-71 Residential 9165�-'182140 # 2 Climate Zone It amm yt DVA Nor te ( 1 — Ease ) ? �_ v,767' East ( ) L,2,z. , acs. r Fera So u th (L)_ t Souct� ( ) BVELDINdG DATA !-�.�'�', r— _ Atex �e Condit{n )-loot Area L/� 33 Number of stories Nonh � Sts sea Flow Fes' Sid Dumber of .Units East 7 Single Family »ewhed (SFD) C I Addition Alone Soh st 1 11 Single Family Anached (SFA) C j Existing Building Skyligm o � ( j Muni -F y (v E relating-Plus-Addidon Teta) UY B UU,DING SEELL INSULATION Nlinimum Efficiency Dud .�.9sv 6 979.t/X C f%8 Cori G6 �9.0 o � Loeadan r�uRt Component . I w4Won LocaKnt t *;ds Iid, CSYSTEMS Type Ow-nace, air condidoner. hest Luno)J1 SEERJ1SP TYDe , R -Value = ea &w&M Wegm Heat P=P Roof ..........�. ac L ..� Roof ...........� ..�g wall .............. L wall...... .... Fioo r.. • L�.YY. Slab Edge....: — - FENESTRATION Shading DOica -Ea�1nestrailon Arca Interior Exterior ©rlentirinn :!n J-1.1—% _._ a 1. . Overhang Framing 1) Nor te ( 1 — Ease ) ? �_ v,767' East ( ) L,2,z. , acs. r �.� _._ z-�e- So u th (L)_ t Souct� ( ) .G�-Y- - laaP.4 ,�.� r — Y� .0 !-�.�'�', r— _ West/,;,�f�-. West ( } �'.� � ��. -Wr��L. Skylight....... THERMAL MASS Type/Covedng Asea Thickness ('lab/99222i lite,etc.) s (it7ches) L0CR 0ts DesCri laU�teha1 bah, ate,) Nlinimum Efficiency Dud .�.9sv 6 979.t/X C f%8 Cori G6 �9.0 o � Loeadan r�uRt Iid, CSYSTEMS Type Ow-nace, air condidoner. hest Luno)J1 SEERJ1SP ( y R Heat P=P 110 WATER SYSTEMS Tank jYstcm T (storne m. e�c.1 Ca acit Nu�L R Va1ur yPEC� lr f'lyATURES/RlhiARicS . �;Uo,,vy,Co�reo /� Z6706'ecor SEhJT 4BY *I I CHAEL SCHPI I DT/ASSOC. 00-26—'K 03: S=�PM 91689:30463-� 9165182140 1:$ 3 NOTE: Lowtrse residential buildings subiact to the Slands?ds must contain those meetures regardless at the CompliaAco approach Used. Items married With art asterisk V) may 156 superseded by more stringent corroiw= requirements listed an the Certificate of Compliance, When this chadtilst is 1AMMarated Into ►he permit doeutnants, the features noted shag be considered by all parties as binding minimum component pedormteAM Hifi=tions for ttte mandatory sit "Urea whether they ars iftown elsewhere In ftto documents or ort this tdmKkllet only. DESCprPTION I DESIGNER 19NPORCEt&W I Building Envelope measures 11 SC(a): Minima q• 19 oedktg lnsuladon. I i S M: Loose fiH aurdatim rr>wwtAchfw-s labeted P vakto, 4 JIMC). Mineharn R -t3 wo irmkooi in trarwad walls (do" net sopty to extinct mots rims), ' g1 atxd): Afiinirr•.rm R•13 raised Phar i xt framed !tares; narsro�n f; -E rR aanaralf ratted t�fs, 61 SM: Stab edge oxAteon - wages absapticn mte no greaw !flan 0.3%, water Yaps eeniff"w saw na greater lion 2.0 perrruinch, II IS: Insulation is e=W or Mstatt®d mem Cama f nerIly CQfWtiwCn gL114 stmndlyds. IrAcsto type and !arm. 1115-17: Penasnkn Pr sum, EAtofw pwt and tnIundofvEa*adan Carrots a Csaors and wr+daars between and unaondloctiad spaces designed la unit air leakage, h. h4wwfae4x®d tenestium proule have 4w lath Owmed U-valwe. and hirr"M MtkMiom CL Ereriw doors fad windows wveaaa mtr**: all joina and prat Awe oral lowed, #i SL+(g}: vaM barriers ma &10(7 it CCsriacq Zaire 14 and IS at. I1 WM' WOW illfft$bai Svdw Ivies ra ca"with 8151 meats Crnnmisa on gtra4 i w4&,4L 611 MM' 1n$ta4tkr d Frepkwas, Domrative On Appkantm &std Gas Lop I. NUJ hrr and fW01-tlrfit IGepiaM neve: A. Closeable meta! or 09ia door b, Outside ak intake vAlh damFw wW caned e Flue damper and ow*d t 'No contimms burtrng pas phots allowed. Space Conditioning; Water Htaling and Plumbing Symom Meatturas $1'f o •t 3: HVAC egr�tar;serit, watw heaters. sfwwerhesds avid teuaeta otrdAed by the Carnrttissayn, I rQ(i} Sect* ttserrrssasu on tY a rraatin9 rtaterra- JISM: Pipe and Tank Irmution 1. Ind�sct hat water tanks (94, Wiff0d aidsge tanks o MP4 salver hot water tanker have raulation NaMei IA. 12 or gift.ter) or mftined ntsriar,exkior irwAetion 1A•iS of graawl. 2 !'rat S tett of pipes *Stu to moil! M&W tattle, nO01-t6 ra AWV s/amens, Ymt kd 1141 bind or excr,�ad ptpxq kwAyled in reekeuiating soefixx of tat water syswn 4. Caaanq syeom tow SS°F i+mvlaw, S. Piping ctsutaad M-9" herdrig snoU and Indtred hal vralsr tank, itSCim): Qudaet�Fans 1. Qvcd MMtWhd. fnaraefd and ses;ed to comply rnth UMC Ssclixu 1009 and IOU, dum edulabd hi a ff%k ntim Vim" Yalu$ of I;•4 2 of dicta wrc bead onto* VAMIn ted a3 , 2 Exltatur tag aystwru hags baefttirih or automade darttpol 3. Gravity yarialawv sy" Offe or" fOV" epiw have ek"M 4wwnm or reality soaaabls. manuarty opera" tramcar:.. §114; PM and Spa Ieatu+9 Systems and Egwpn*m t. System is owi fiva mar 1117 Owma f hldeiticy, tan•of sm". wealhersrod op A&V netrtdww m epic ramian a tiea5ng avid no plot tight 2 System is nstallsa wo: a AI least 2S' proe between fikat and heatw IN futwa rotas heating. b, Coral to outooa bads o auto W spa. 1. P_rd sycent nems Suet (TQ Idris arca a sircutabon !spate oma svr tM. it IS: Gas• firea =trm Ninvw pmt heater, rpa neater ar hwisoe tl wWv &VOW cR love no Mntrtu0tu4y b6ffM p,pt isle, (Excspw- NM4*ahcat 090ip app rwth taut r 1 so Ansae.) Ughting Measures J I SU : s0 w�ernrwen a Qreaier ra brasier t gh>ng m ttticirant site t e th wanar tiQseq; tire$ racetm ckwq iistwes 1C linswauan covert approved, e/ A / M COMPLIANCE STATEM"T TM eaift&te of Manpiara hb !fie W11111M f®tttur S and tserlom&W #@aC&M marded 10 conrptr V91h 71% 24, Parts I arra 0. 01 " wianu Cgt1E d Req s, am re Aw*wz" M"M 10 MNwwQ pari. Tats tea i = bem by ft hkAgra wtS' ttYfral dz t (O , Wt" 0* Wfltica Of WNWO is ahrrdttad Irk a 0* bA*q plait to be buiU in traitdple tt'It VAKIft lttattn that to Varied to 1$ - I, in pts Spm hahe0f POMWIM tit Designer or Oterntar low suwnvu a ei l arca co&) Enforcement Agency Nerve: A fancy _ Towwsc r.n: fagnannrstarii6j 1"191 Documentation Author . HwM: nim: Aednes: . Tmlaptwwa; tturtsl Thermal Mus SEI,1T .-J3Y idyl I c_HAEL SCHM I DT♦ASSOC. 08-26-99, 03: 59PN 9168930463; 9165382140 # 4 9. 9 terlor Wall MassEn W 20 tnt. MuWCFA �.._.� Point.Sysitem Summary: Climate Zone 11 walQ //s" point Scores i. Ceillng Insulation of AFUE or KBPF 178% or 6.81 Out 1 =O ry: 0.w; 2$ !%47,2 0.881 lf�e�w� A or HSP F A*wnerA iai a vwuet 0.020 G?f - s t i/ .11 insulation --/ or 5 10A Dur t9FT1 a S vmdu� tEi �v��0.C�6J 0.111: 2+ wfary: 0.$71 3. Raised Floor Insulation - or 12. hater bleating 0 v21US 11,31 U -Value JO.037f IC -16 ,t.l 4. Slab Edge Insulation 11,1Or -- _ L rig. -v 021 0 5TV,, aeon Y u� E2 M= id.731 1onai 5. Infiltration Any Dacia In Unmrditbned SpacA? ( Y 1 N S. Fenestration Meat Lo - (14" Type- U-ValU210.431, T. Fenestration in [[lii�I®eag�/�8G �1� Fenestrdon �r p�qq �L (�� SCsh �e �+�g �/ Gig. 'J$ F.e'(n03. ��{ �9 Shady Eff. Ratio North �/ x East 3 7s / J 7 a f / x / 7,7 -a- Scrs , r x - - /-77 - — . 7 _ . - West 2 E x 7.7 7, s" , (,$ Skylight _ x - --.. 0._. Overhangs,? ( Y / N ) Thermal Mus 0 or 41z 9. 9 terlor Wall MassEn W 20 tnt. MuWCFA �.._.� 10. meeting System walQ //s" 70 7, L' 0 %o AFUE or KBPF 178% or 6.81 Out 1 =O ry: 0.w; 2$ !%47,2 0.881 lf�e�w� A or HSP F A*wnerA iai 11. tooling Systems G?f - s t i/ 41.1 3 7 o -r4 5 10A Dur t9FT1 a S 0.111: 2+ wfary: 0.$71 101 12. hater bleating �%zeA,,ef System 1,S D p IC -16 ,t.l F48ator TyaspyF to i (�. 1 _ L rig. -v 021 Aujrbaty hemi 5TV,, aeon System 2 1onai tsTol � 5 Sir: (Ronel Ins."A-V AWr owy inputi�LBIT�Od�Don Point 7 atal 7` �� A +# �.•. .- a��" - - � -v �ti �."c'--o.••-�-aJ..:...;.�+.�„+;i'*:°'u:��Y�'.,,f"a:ir' ,".;,.._,�_•r �TDel • 102 !k LAY S ss.. . V�jy�\ ... 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Y �, 4 :,�KL: W!: 1 {� r.- d.�.+.... slur.- i''uat "1 � t 151101 uxai tao+e»s,rea�s.� Is" :tumr Awelpd Iuaulewalu3 1a•'en :wroud.lal .. �.n ;0w3j01LL '70 �Ai/saI :a+4iaALL ' JO4pry ueA14UWMoop *wQ WA"M*M t *""-0 $04 AUA%0 Jo JOUDISOU Ula 100whimmal RWS"til POMM 91 WXA q W anal 0umlt Auw V oMMO swu 1A W4 44 at wo &*m *0 1 Jai PM00411 IR =411M p 02DW $4 wwA "AIJAV dE W tA%9D aARa uw MVV04 &1 14 P&* IN" IN RU IM MANOR a s;IloiPpl" W4&0I luaae as OR 'Supp dWd 10 W03 MUMM all ao'1 r ue t taled'1¢ �At141w Hd a P alluuowo PAUWqWMKQlNX,j 4wca p m u m salt 1NI111C3I= ao"Yndnoo VlJV W 1AA07 UCRIM 131 wxtut burg Paume1 Pw vamp Allen *am= Pm euvi pl v! butu6% nlawb Aol IaleJub m ul t suawry 0► 111105l i st+Jnseew 8ul146n 1 18 OS l r Iotd I�w tougddt Su! pw*PS wN :wo n>! 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J*"~ W.V.0 saJnswon ad919nu3 DulPlln6 1N3MY VCWN3 MIDISIC N0I1diki=3O AW ItlPpa0 WW 010 JO NUGM tP aA w fuumnle umaw am ,ta41 Aa4la4r ta,neeew A,ompuaw O4i Jet auo ade OMMUtOP" lum"clum wnwW Gt4 ulq n 26404 Ile AQ PWOPISuoO aq 124S Palou t mWill MA'Mumwmp 1Nmd «0 uM POM&Mww el Isgvew eM ua4M *@mMldu,oO to atralllueo 9w uo 0a1aM *IuaumP bu 0Oua11dwo0 luabulge Now A4 PaPOW"AS so Am L) VauaUa um oom poxmLu ou,ql -Paan Lmaaodw "WROW02 S4I la pqp llau taalssaw as" whuod tenw SOMP+elS Sul of 1091ons sbu,gmq iapuao1501 esUMo1 :31ON . - -w- i -C V V I - / I - -,Wr♦ ' - � Point .System' Summary: Climate Zone 11 1. CeUing' Insulation or 2. Wall Insulation or --� R-�►aw. 18 wales (0.065 3. Raised Floor Insulation — or 1 F"1191-- alw (0.0�7j . 4. Slab Edge Insulation or w0wiw[al 2 !:sear 10.7s 5. .infiltration Any Ducts in Unoondltloned Space? ( Y / N } M S. Fenestration Heat Loss Svc. glAr G 7. Fenestration H"'t Gain ype -v w o:�' T4m1 % Fenass. tej % Fenestration SCshade cw Eft, % Fenes. Shade Eft. Rath North •Z x East 8 x x 77 � 7 .South � . Wes! ��2 . A x . 77 S' Skylight x o p Overhetlgs? N) G•��_ _'ti✓ a.,�!E~ �d S. Intetjor Thermal M"11NNN]]-- or Al Int, A S. Exterior Wall Mass p R s 10. Heating System V, 7 AVoe X Q AFUE or HSPF Dua1 1mrryy�� l www AFUE (78% or 6.81 0.q:2+ story: o2il or HSPF 11. Cooling System .?,S" & x9 / '7 SEE 10,01 Duo Eifb. 1 say: *am 0.81; 2+ awry: 0.871 12. Water Heating System 1 S 6 57D Hear rW (so System 2 meow ypQ a—Ml Point Scores a O O _..r.0-� n J O a O o.v 7 -Me �= 0 A*wrwm tel Zgn*contaao A usawnt (ol !. ,01"'or rX400j . 6 3 • -r/6 o�v S�.d ryy FZ� wo L Ins. R49—kn Auxiliary input 0 ii1nbeioon °(0.5.31 E++'�Y aemt Est, Ins. AZa—Um Aux 4&i Input �ortpu p Point Total: �-/p ` =1.4 " Certificate of Compliance: Residential a �� ' Climate Zone 11 7 Pr.l.a wane = tel Ka 6f rr 3- 052- CbedW 8y/ D." EdWa®as Aam Un oats BUILDING DATA Condltio Floor Area Number of stoles_ North Ana 499-• % .2 . Sts Number of .Units --.r— Type t►}�Sin a FtuaUy besaGbed (SFD) , � (j Addition done [ l BUDding SouEasth Wt�outh est 7 al V. � � 74 2 I l Slagle Fsadly Aftadted (,SFA) S �b� o y Xf I j Maid-Fem11r OAF)13 F�cfetiag-Pitts-�4ddidotl Total East (') ..?.S�_ B =DING SHELL RaXILAV024 � dp4ovwx Component . bwAadoa Locaflovi'CDmmords So th (L) z _/ld&dd t_ Type_. - . R -Value imh to a n -M Dziah aw ....... South ( ) Roof ............. �. Roof__.. WtI/Y� •.M../MW ��r sva Edi �" Arta Thickness OA MVAC SYSTEMS I�tltifmum Duca mi9iiv,E G 9 7JA1*1 D Y� 63 LO Y� Ype (humane, air Eftictency Location -- Dun Condidonpr, haatwne) uL SEERJUP (uric, rte. R -Value t: Pump do Jr .x' .tea owe P- HOT OT WATER SYSTEMS Tank Svstcm T (s as. ew.) Ca "cit Number _7-`i R.Q ,�' , or SPECIAL FEATURMREMTRkKs R Value e .Btiihllsica. -STS �=o.r �+�+ aa•� i.til�iv v�-' ,i;wc.f! /- �Do • S`YY --+fir -T 7a.c�f' i!"p.►s.T o FENESTRATION &Adie$ Devices .Fenestration Ara Type Interior . Ektaior Ova ws Finamin$ 7mx orientation M (Wrack doabta) ( 20w blind. aw.) bh•dgv wc.) (y=") G�mUwood) Forth V) fir' 00v_ o y Xf North ( ) East (') ..?.S�_ -�4 ... � dp4ovwx So th (L) z _/ld&dd t_ 4..WM r cr.�'rt► .s'�'.f South ( ) West West ( ) 40 t re Skylight....... � THERMAL MASS Arta Thickness OA MVAC SYSTEMS I�tltifmum Duca mi9iiv,E G 9 7JA1*1 D Y� 63 LO Y� Ype (humane, air Eftictency Location -- Dun Condidonpr, haatwne) uL SEERJUP (uric, rte. R -Value t: Pump do Jr .x' .tea owe P- HOT OT WATER SYSTEMS Tank Svstcm T (s as. ew.) Ca "cit Number _7-`i R.Q ,�' , or SPECIAL FEATURMREMTRkKs R Value e .Btiihllsica. -STS �=o.r �+�+ aa•� i.til�iv v�-' ,i;wc.f! /- �Do • S`YY --+fir -T 7a.c�f' i!"p.►s.T o SENT EY:MICHAEL SCHMIUTiASSOC. 08 —27-9:3 03:51PM CQrtifacate of Compliance: ReSidential 9168930463—, ' 165352140 # 1 0 --'Od. / - / - Climate Zone 11 North P:0 v4( $ttt "It's North (f�) pro yet Addrttie ���'� ✓�'./ - .. ��� �I 0�cumeatat9oa Auci►or rust Edwaanm A02 tlaa Ouj South (4-) 7.2 0&94 ens n BUILDING DATA ArGA %2 CondWk"�rArea 0 i�tu r��St�rie� Numb r of Vrita Nofth East— East • Sta South 7J THERMAL, MASS [4_.Sln a p&-m_gy Lit (sFD) ( I AddidonMone West TypelCoverirg Area T'► ckness ( I Single Family Attadwd (SFA) [ Wig Eullding Skylbht 0 tlrrg-F1us,Addidoa Total �• i3 UILDING STELE IiSUL.A710N Mle°.imurn ciency F 7 A41 FR /eNAO `f LocAdon —Auet Component . Lnsuiadon L,N.,,�� HotVCb conditioner, hau uatso) UZ SEEPJJSPP}(stt#� ole. lz�V�lu� R-Vdua l & . _4TY .'®r�vMwtll®ii�Mw _ L C4. d J Ofd a� f -- Foot ............. •� Roof........»... .� Wall ..........:... Wall ........ ».... _...�. Floor ........ .,w Stab Edge..»; FENESTRATION S 1e�icw -Eemstration Ares Type interior Exterior OvatwS Fmm1P&T)Tc North North (f�) East 4�) - �'s` - .. ��� �I _ i" a rust South (4-) 7.2 0&94 South Nest C 70 — rr West ( ) Skylight....,., ® THERMAL, MASS TypelCoverirg Area T'► ckness 0111b/45zs22ed2 Ott, cte D S OncheS Loocad2 1DCscr7 cn k{trhuL b62b ow. Mle°.imurn ciency F 7 A41 FR /eNAO `f LocAdon —Auet TIVACSYSTEMS Type (rimae. lilt conditioner, hau uatso) UZ SEEPJJSPP}(stt#� ole. lz�V�lu� Heat Pump di/�. ria L C4. d J Ofd a� f -- _�r9/sC -�O r „_`._---moo...—�..-- •� IIOT WATER SYSTEMS Tank SVitcrt T (star a gas, oia.) C jEq NuMber ex Fag R Value SPECIAL, FEATiJREVR iAR A. SENT EY :MICHAEL SCHM I DT ASSOC. 08-27-93 03 : 52F,M 916593046.3 9165352140 # 2 . . . . . - .P , -a. vvi-/ . - %"%. o - ... e a .r Point System Summary: Climate Zone 11 1. Ceiling Insulation or Point Scores L 7. Fenestration Heat Gain - Fl-vmiu®t� C!-v�lt� o.o�s1 2. VYeIl Insulation or North x —A R v u. 18 !! -Quo (0,085 3. l=iaised Floor ln3ul atlon X-17 or x7 , 4. Slab Edge Insulation or --• Skylight x Overhangs? ® w jol F2 hOW 10.751 5. Infiltration Any Ducts in Unconditton Space? d Y 1 N) M S. Fenestrstion Test Loss 1041,(L ek*. tragi �6 9. ExWlor wall Mass W" , y v u� 0. UW % Fenn&e1 Point Scores L 7. Fenestration Heat Gain - t W: 1 -r: 0.624.2+ story: 0.581 AFU or TPF `/a FenestnWon SCshmw cw SH. % Fsnss. Shade Ett. Ratio �, North x —A UL Ins. R-vUkW 1121 East fl x SOUS .77 x7 , West x .77 .d..i 0 Skylight x Overhangs? ® 0 p N) lw c r S. Interior Thermal Mus 0 or � I"L VAWOFA 9. ExWlor wall Mass W" � 0. Heating System 9.7 te x a [70% or 6.91 1. Cooling Systems Id, S" S' x SUR 110,01 12.Water Heating System 1 S 6 57 ems. Pio-`may tsaacyl jB.s�1 System 2 »v'awr y,wi Vw,y Facw O = 7,46 t W: 1 -r: 0.624.2+ story: 0.581 AFU or TPF Dues Eft 1 est+: SERR 0.81; 2+ MY: 0.871 �, iA4000.r —A UL Ins. R-vUkW 1121 AUju Inqut 1N *1 E4 Ins. Flwa" Auwaay Input MMGG Ad?jsumnt 101 zoi Ad¢uamni tai isoibtt0an tsmi a� eon Pent Total: M IL x ;74A �Xlw v) oflos Glamilo :Dof Ras. 10 yJ1114- FY 7 F UT ril cu -t -m -M Bs_ W-41 IL c 4 10 ,9ncQjbn=U rd i;*,A yM ten dIU03 ipulvll x 10 Uwm W Da&4 uejv"IA".a •e IL x ;74A �Xlw v) Ras. f IL 4, vl i � I SENT E'Y : Pit I CHAEL SCHM I DT/AS =OC. 08-27-93 03 : 52PM 91 i 8' ?304E3 91653 =2140 # 3 NOTE., Low►Ise te5e0endal buildings suet to the Staridar63 must contain these measuree regardless of the complieflea aporoach used. Iterna matrtted with an eelerisk (') may 00 Supermodod by more stringent edmpliarlos requirements Noted an the Carthlitate o1 Compliar",'Whion this Dist 1s ineorpvrmod into ft pemilt damnitents, ttl! features noted shah be considerod by 01 parties as bind". minimum comportaril pe tcrmance *ezi(lzisyotlts tar th9 mandatory measures whether they are shown elsewhere In time deevrrlante at on this Chediti Only. DESCRIPTION DESIONER ENFORC914NT Building Envelepa Misaaeures 0 f I$0(m): Minim= R•iS itCiuladon. - 4a, $1Mb): Loon XkwAo.mrr> ar'sBbaio4FFVsiue. ° $1qc): W (mum A -I' *J hud2o r, In framed wds (dons not apply to ektorior luras wails), ✓ ° $tsa(d): Minitnum A.13 raked loot lnstdation im aanvd Ekren; na4tnum H-8 In a mete tabod Roan, W 41 SOW Slab wga 0WAIkotl , view abutpilm tau do Iraw titan 0.3%, vim truwfiuiort me no gtealw tpaart 'LO pwir inch. 4t 18: It&Aarian nvrdired or ktsoW sols Cts EM1rgy iemmissiwi gA fly sw%daift. kvileate ry04 told form. gl 1(17: Ftlmn6m Frodtrcta, �AI4t l7oae and inAltradavExAtea>>on Carttrda iL Dom 14 wvrdawi betaroen txrldZwwd and unwndibied spaces tlrdgned In 6nft etr leahege. 15: fu4ara&Wod tonitsttaaon ptoduats lav label ands tltlydbed LI -value, end NrAlnlltan fttkai&L c. Exterior dwrs end windJtws weatttersttlppad; a1 Ono lurid pitnessaw s mated end sealed. b� JlMg); Vapor Wr s mm6" in Cfto Zama 14 arta 18 115gf): Spodid inffiaston burtot Instead No tAlmo� wiih 415i mese ConAftion pity niers w9c 41Sgm): Instr.4alion of Faapla as. Detrom Go Appkanoa and Gas Logs t. fLsaM anal laelory-built breplao" have: L Closeabk natal or Bias floor b. Outs* a r htakke vVIth dxtrpaa and tAR 0 a Frua danip•i end Vontrol 2 No aenuxim butting gas *A etbwed. Space Conditioning, Water Heating and Plumbing System measures e{ IT10.13: HVAC satriari; wart. noatars, st ummiesda and togas wtsi`,td by site Cartstthsian, �1 �ll� Seibadt e,r. mala on res Epp>aaboo (latltalg systanes. .$t5�ijj: PipsatrtdTar'ratron 1. lnditsct hat water tanks (e.g., united %Wage tanks Or backup soar hot avatw hard have atstltation hl�k•t;N. i 2>g gta$tsri a tlD►nairt8d intsrtarexterlor metttati0tl (R• 16 a greatot). 2 First $ teet d OPM &jmt 10 natty tiealer twat, narKv*asA,"ng sy#Wms. hatted (R•4 or 9mawl, 3. At NOW or Vmowd POV kasulated in iodmila*4 memm at hm ww eyswri, 4. GooRv sysltrm pi" "Im WF iretwed. 5. Ptparsg instUlsd banyan hafting swift wid in*vo hot waw W& s% $1%1(m): plans and Frits I. Duan mminrdsd, "villlad end coaled b=mdy+vith UMC SKII(M 1002 W 1064: dui klsaAal®d to a mi+atlum TUM1110 VZAA of &4.2 Or coca 06fto env" witin ee+tdi5orted apace. 2. Erhtuat lot sysivris rave mckoratl or au4omsdc dampers 3. 012vity vantelsprlg syst.nts airvatg pandifiorha spsits hove vittm aubxn a6C a lop" acgossible. RlanU7�iy opstateo avers.. Vol' $114: Pool aaad Soa ►%wV Systems am Egtapmsnt !. 5yitt+m a cwsdoo w11h 78elr trlstltvr •P(ia�my; at1Ch swltrft. woatherpr�t opsrt►tarq sa•tru�ra•. AO eimb instarw• nettling and no pilot fi^ t Syalsm is nsW#o wide a. At least 36' pot oetween Ryer end ruler lar tuhne Bohr tras*tg, b. Cover for OU Mat WQU of outtbpt JpL 3 Pmt sv'-Iwn nes Oraeccrim Will v4 a atcultitim ounRf lien, switch. d(j t t4: Gaa•droo wnttnl lanom. pod neaw. spa neem ar hecasaotw axrunc sppLvioe novo no tYxtoce usty luring pilot IR&I Irowilw. t io,•e►� cookig agpkaaoe ,�M eft 4 150 Bt mt Ughting measures b/ $156.'tr1: 40 iume,lswan or geeslsr for 4ararsl hgnang inkil4nere and RMM weh.M d.U: and ts<ara to ta►•n@ VAlimes eC ritsMwit morn opptoveo. COMPUANC E STATEMENT Tft w0mill of CGmOea bats ft Mft leaturOs said perlatnlro =ded Win TWO 24, Farts 1 anti e. W Pa C4111mia Code of and re sdmwitiltrslle re"Mm 10 knp wff t tt+em. That hu been tdQnad 4 to steal ont€t doom tsIll. Wh" ft cltlfftCW Of OVOWO it UMMW feat 10* Wlk krp pian 10 be bolt in trid(ti* �. � iti1 � a is intim Al thio aliL'�tL Designer or Owner (1a•r Dt9t9urftnt utio t Author. Name: /3,: Ct , .1�r'�.s,� Nam•: TIt1aJF'rm; s�+r�rrdArraG, na•�m: fi•laphprw: 4 — � 7 (due) Entorcoment Agency Nertp: rife: - AgM,ey! —�-... T•ypnonq: 1•gnsoararatArnp Iaf M l SENT SY:MICHAEL :SCHMIUT/AE60C. 08 -2? -93 03:49PP1 91689304634 �r MICHAEL SCHMIDT & ASSOC. 60 Independence Circle, Suite 200 Chico, CA 95926 Phone (91 6) 893-0111 9165382140 # 1 ,�� - • ..��n�� r'�`�'+�4'J: �' xj5 4=".�{ �f: �a t C . `• x�l�►^ �s :.i� � _�o'r M I �►�� S TRANSMITTAL TO: dam --- �" Co. AOXy FAX NUMBER; �'' .�.��'' •� / �/�j TRANSMITTAL FROM; MICHAEL, J. SCHMIDT FAX: (91 6) 593-0463,2 �3 pages (including this sheet V m e S S a S T 00 L- - 24' 1 (SEE BUILDING Pt=AN& \ \ FINISH FLOOR ELEVATI \ INSTALL FIBER ROLL \ SILT FENCING DOWNS FROM PROJECT EXISTING 12' DRIVEWAY 930.00' -.- APN 050-120-020 COVER ENTIRE AREA AND PERIMETER BARRIER WITH 10 MIL OR BETTER PLASI . MATERI 50' :l 1 ___--- SEPTC PLACE STRAW BALES OR EARTHEN DIKE ALONG THE PERIMETER OF -' "'. RECTANGLE. C G 64 MPS Point System Summary: Climate Zone 11 1. Ceiling Insulation so or SCshade open Eff. % Fenes. Shade Eff. Ratio R -value 1381 U -value 10.0281 2. Wall Insulationor 0.83: 2+ story: 0.881 t South / � X 0.0 x F1 191 U -value 10.0651 3. Raised Floor Insulation Skylight 4P x or 0 Overhangs? (Y / N ) R -value 1191 U -value (0.0371 4. Slab Edge Insulation or or % Slab [201 Int MassJCFA FI -value 101 F2 factlor 10.751 5. Infiltration Any Ducts in Unconditioned Space? ( Y / N) (YJ S. Fenestration Heat Loss _ 7-"&. O (None( •3 _moi_ Type U -value (0.65) Total % Fenes.1161 7. Fenestration Heat Gain _ x i % Fenestration SCshade open Eff. % Fenes. Shade Eff. Ratio North x . 77 3 East x 0.83: 2+ story: 0.881 t South / � X 0.0 x - ,S t O West i r• & x .1 = JR,!5t_ Skylight 4P x Effective SEER 0 Overhangs? (Y / N ) 0.81: 2+ story: 0.871 2. Wall Insulation 8. Interior Thermal Mass -i6 or Sirgla• % Slab [201 Int MassJCFA 9. Exterior Wall Mass ' Ext. Wan Mass 10. Heating System _ x i (vg.to One AFUE or HSPF Duct Effie. ( story: Effective AFUE -74 or 6.81 0.83: 2+ story: 0.881 or HSPF 11. Cooling System 0.0 x ' %7 R-30 .1 SEER 110.01 Duct Effic. [1 story: Effective SEER 0 0 0.81: 2+ story: 0.871 2. Wall Insulation 12. Water Heating -i6 -13 Sirgla• System 1 .19 One Family Heater Ty Energy Factor Ext Ins. FI -value Auxiliary Input (SG501 [0.531 (121 (None( System 2 Heater Type 1Nonel Energy Factor 1. Ceiling Insulation R -0 Number of stones -57 R -value One Two TFiiee " R-0 -74 -48 -27 R-19 -5 4 •2 R-30 .1 -1 0 R-38 0 0 0 2. Wall Insulation -18 -i6 -13 Sirgla• Single. .19 One Family Family W110 - R -0 -72 -57 43 R-11 -7 -6 4 R-13 -5 -4 -3 R-15 -4 -3 •2 R-19 0 . 0 0 R-21 1 1 1 3. Raised Floor Insulation Insulation in Floor Number of stones R -value One Two Thr! R-0 -14 .9 -5 R-11 -3 .2 -1 R-19 0 0 0 R-30 2 1 Point Scores � f Sum ,v Distnbuoon (STD] Ext Ins. R -value Aumiary Input Distribution Point Total: 4. Slab Edge Insulation -5 -4 .3 -2 Sum 7-9 Zonal Control •15 Adjustment (01ZomigC O -23 •16 Adjustment 10011 .36 Distnbuoon (STD] Ext Ins. R -value Aumiary Input Distribution Point Total: 4. Slab Edge Insulation -5 -4 .3 -2 -21 -20 •15 .12 .26 -23 •16 •12 .36 -32 .23 Number of Stones -75 -50 16% -4 -4 .2 •1 -18 -i6 -13 .10 R -value .19 One •9 Two .27 Three .14 .65 " 14% -4 •3 .2 .1. -14 R-0 .11 0 -16 0 -10 0 •26 5. Infiltration (Duct Air Leakage) R-5 •55 6 12% 4 •2 2 -1 Ducts In Unconditioned Space -8 -0 -12 0 R-7 4 7 •18 4 -8 2 .31 No Ducts in Unconditioned Space -2 -2 3 6. Fenestration Heat Loss -9 -7 -0 -10 •8 •5 -3 -19 -16 •11 •7 41 •28 10% -2 -2 -1 0 -8 U-1ralue -6 •5 -8 •7 4 -2 -16 Total 1.31 1.21 1.11 1.01 .91 .81 .76 .71 .66 .61 .56 .51 .46 .41 .36 .35 Percent or to to to to 10 to to to to to to to to to or Fenestration more 130 1.20 1.10 1.00 .90 .80 .75 70 65 60 55 .50 45 40 less 501. -100 -76 •69 -62 -55 48 41 -38 -34 -31 -27 -24 -20 -17 -13 -10 40% -77 -58 -52 47 41 ;36 -30 -27 -25 -22 -19 -16 .13 .11 -8 -5 35% -66 49 -44 -39 -34 -29 -25 -22 .20 .17 -15 •-12 -10 -7 -5 -3 30% .54 40 -36 -31 -27 -23 -19 -17 -15 -13 -11 -0 -0 -4 .2 0 28% -50 � 36 -32 -28 -25 -21 -17 -15 -1 .11 0 -7 -5 .3 -1 1 269. -45 -33 -29 -25 -22 '18 -14 •13 -11 0 -7 -5 -4 -2 0 2 24% -41 -29 .26 -22 -19 -16 -12. -1.3 -9 --7 -6 .4 .2 •1 1 3 229. -36 -25 -22 -19 -16 -13 -10 -8 - -7 .5 4 .2 •1 - 1 2 4 20% -31 -22 -19 -16 -13 -11 .8 .6 .5 4 -2 -1 1 2 3 5 18% -27 -18 -16 -13 -11 -8 -0 -1 -3 -2 -1 1 2 3 4 6 16% -22 -14 -12 •-10 -8 -6 -3 -2 -1 0 1 2 3 4 6 7 14% -18 -11 -9 -7 -5 -3 -1 0 1 2 3 4 5 6 7 8 12% -13 -7 -0 -i -2 -1 1 2 3 4 4 5 6 7 8 9 I M. -8 -t .2 .1 1 2 3 4 5 5 6 7 8 8 9 10 8% -4 0 1 2 3 4 6 6 7 7 8 8 9 9 10 11 7. Fenestration Heat Gain (based on Shade Effectiveness Rano) Elf I NorthEast South West Skylight % .87 .67 .52 .51 .87 .67 .52 .51 .87 .67 32 .St .87 .67 .52 .51 .67 .66 Fen- or to to or or to to or or to to or or to to or or or estra- more .86 .66 less more .86 .66 less more .86 .66 less more .86 .66 less I more lass 181/6 -5 -4 .3 -2 -21 -20 •15 .12 .26 -23 •16 •12 .36 -32 .23 .16 -75 -50 16% -4 -4 .2 •1 -18 -i6 -13 .10 -21 .19 .13 •9 .31 .27 •19 .14 .65 " 14% -4 •3 .2 .1. -14 •13 .11 -8 -16 -14 -10 -7 •26 -23 -16 -11 •55 .38 12% -3 •2 .1 -1 •11 -10 -8 -0 -12 .10 .7 4 .21 •18 .13 -8 46 .31 11% -2 -2 .1 0 -10 -9 -7 -0 -10 •8 •5 -3 -19 -16 •11 •7 41 •28 10% -2 -2 -1 0 -8 -8 -6 •5 -8 •7 4 -2 -16 •14 -9 -6 -37 -25 9% '-2 •1 -1 0 -7 -7 -5 -4 -6 -5 .3 -1 -14 - -8 •5 -32 •22 8% -1 -1 •1 0 -6 -5 .4 .4 4 4 -2 0 -11 -10 -6 .4 •28 -19 79. -1 •1 0 0 -5 -4 -4 -3 •3 .3 -1 0 -10 -8 •S -3 -24 •17 6% •1 -1 0 0 4 4 -3 -2 -2 •2 -1 0 -8 -7 .4 .2 •20 .14 5% -1 0 0 0 •3 -3 -2 -2 -2 7.0 0 0 '6 •5 -3 -1 -16 -12 4% 0 0 0 0 -2 8 i 1 8.7 1 0 1 17 -4 -2 0 -12 -10 3% 0 0 0 0 -1 -1 -1 0 0 0 0 1 -2 •2 0 1 -9 -7 2% 0 0 0 1 0 0 0 0 0 0 1 1 0 0 1 2 -o- •5 1% 1 1 1 1 1 1 1 1 0 0 0 0 1 1 2 2 3 2 0% 1 1 1 1 1 1 1 1 0 0 0 0 3 3 3 3 0 0 S. Interior'rhermal Mass Houses With Ducts (R-42) Exterior Nletbod A (:ilabon-grade Construction Only) Pelcm One Family Two Mass Three Exomed Ston 0.00 Stones 0 Stories 0 3 .3 2 •2 7 -1 10 0.60 -2 8 .1 0.80 •1 20 7 0 14 0 9 0 30 13 1 1.40 1 14 1 , 40 21 3 13 2 23 1 50 200 4 19 3 1 2 60 0 5 85% 3 7.2 2 70 3 6 2 4 90% 2 80 8 8 5 5 3 3 90 8.3 9 11 6 7 3 100 2 10 8.7 6 13 4 9 7 Method B 2 AC Ira Effective AFUE or HSPF Slab Roar .5 Raised Floor Mass more Stories -0 .4 Stones /CFA One Two Three One Tw Three 0.0 -11 -8 -0 .1 -, 0 0.1 -10 -7 -6 0 0 0 0.3 -9 -6 -5 1 1 1 0.5 -0 -5 -4 2 2 2. 1.0 -0 3 .1 4 4 5 1.5 -4 .1 1 6 6 6 2.0 -2 2 4 8 8 8 2.5 1 3 5 9 9 9 3.0 3 '6 5 11 10 10 4.0 4 6 7 13 13 13 5.0 4 6 8 14 14 14 6.0 5 7 9 15 15 15 7.0 7 8 10 16 16 16 8.0 8 9 11 18 17 17 9. Exterior Wall Thermal Mass Houses With Ducts (R-42) Exterior Single- Single- Mule Wan Family Family Family Mass Detached Attacned .24 to 0.00 0 0 0 0.20 3 3 2 0.40 7 5 4 0.60 9 8 6 0.80 12 10 7 1.00 14 12 9 1.20 17 13 10 1.40 18 14 11 1.60 21 17 13 1.80 23 18 14 200 24 19 14 10. Heating -System Houses With Ducts (R-42) Hose Sae (n2j SEER Ins 1000 Water Heating Sum of 7-9 Houses With Ducts (R-42) 1000 1499 Spin Pckg -25 or .24 to -14 to 4 to Sum of 146 AC AC Gas Split Pkg -25 •24 -14 -4 +6 16 AFUE HP HP or to to to to or - HSPF HSPF less -15 -5 +5 +15 more 78% 6.8 6.6- 0 0 0 0 0 0 80% 7.0 6.8 1 1 1 1 0 0 85% 7.4 7.2 5 4 3 2 2 1 90% 7.8 7.6 8 7 5 4 3 1 95% 8.3 &0 11 9 7 5 4 2 100% 8.7 8.5 13 11 9 7 4 2 AC AC Effective AFUE or HSPF -15 .5 +5 (AFUE or HSPF x duct efficiency) more Effective -0 .4 1 Sum of 1.6 5.0 Gas Split Pkg -25 -24 -14 -4 +6 16 AFUE HP HP or to to to to or -6 KSK W -W less -15 -5 - +5 +15 more One Story House 0 0 0 0 0 8.1 33% 2.9 2.8 -62- '•S3 44 -34 -25 -16 40% 3.5 3.4 -40 -34 -28 -22 •i6 -10 507. 4.4 4.2 -19 -16 -13 -10 -7 -5 60% 5.2 5.1 -4 4 -3 -2 -2 -1 64% 5.6 5.4 0 0 0 0 0 0 70% 6.1 5.9 6 5 4 3 2 1 BOY. 7.0 6.8 13 11 9 7 5 3 90% 7.8 7.6 19 16 13 11 8 5 100% 8.7 8.5 24 20 17 13 10 6 Two or Three Story House .3 0 7.0 6.8 33% 2.9 2.8 49 -58 48 -37 -26 -15 409. 3.5 3.4 46 -39 -32 -24 -17 -10 50% 4.4 4.2 -24 -20 •16 -13 -9 -5 60% 5.2 5.1 •9 -8 -6 -5 -3 -2 69% 6.0 5.8 0 0 0 0 0 0 70% 6.1 5.9 1 1 1 1 0 0 80% 7.0 6.8 9 8 6 5 3 2 90% 7.8 7.6 15 13 10 8 6 3 100% 8.7 8.5 20 17 14 11 8 4 Zonal Control Adjustment System Type Resistance 6 4 3 2 1 0 Other 3 3 2 1 1 0 11. Cooling System Adjustment for No Taalt insolation Number at Wean Hato water Hester Tvoe One TWO SGSO •2 .5 SG 75 •3 -6 SE .5 -0 HP .2 4 House Size Adjustment Houses With Ducts (R-42) Hose Sae (n2j SEER Ins 1000 Water Heating Sum of 7-9 Poen Score 1000 1499 Spin Pckg -25 or .24 to -14 to 4 to +6 to 16 or AC AC less -IS -5 +5 +15 more 10.0 9.7 0 0 0 0 0 0 11.0 10.7 4 3 2 2 1 0 12.0 11.6 8 6 5 3 1 0 13.0 126 11 9 6 4 2 0 14.0 13.6 13 11 8 5 2 0 15.0 14.6 16 12 9 6 2 0 IE AN Effective SEER •21 -12 (SEER: duct effMciency) HP 6.11.13.15 EB SEER 4 7 S -S Sum of 7-9 4 .Sold Pckg -25 or -24 to -14 to -4 to +6 to 16 or AC AC less -15 .5 +5 +15 more One Story House -0 .4 1 5.0 4.9 -29 -23 -17 -11 -4 0 6.0 5.8 •16 -13 -9 -6 -2 0 7.0 6.8 -7 -6 -4 -3 .1 0 . 8.0 7.8 -1 0 0 0 0 0 8.1 7.9 0 0 0 0 0 0 9.0 8.7 5 4 3 2 1 0 10.0 9.7 9 7 5 3 1 0 11.0 10.7 12 10 7 4 2 0 120 11.6 15 12 9 6 2 0 13.0 126 18 14 10 6 3 0 14.0 13.6 20 16 11 7 3 0 15.0 14.6 22 17 12 8 3 0 Two or Three Story House 5.0 4.9 -35 -27 -20 -13 -5 0 6.0 5.8 -21 -17 •12 -8 .3 0 7.0 6.8 -11 A •7 4 -2 0 8.0 7.8 -4 -3 -2 -1 -1 0 8.7 6.4 0 0 0 0 0 0 9.0 8.7 1 1 0 0 10.0 9.7 6 5 4 2 1 0 11.0 10.7 10 8 6 4 1 0 12.0 11.6 13 10 7 5 2 0 13.0 12.6 i6 12 9 6 2 0 14.0 13.6 18 14 10 6 3 0 15.0 14.6 20 16 it 7 3 0 Adjustment for No Taalt insolation Number at Wean Hato water Hester Tvoe One TWO SGSO •2 .5 SG 75 •3 -6 SE .5 -0 HP .2 4 House Size Adjustment SGSO Hose Sae (n2j SutttaW Ins 1000 Water Heating than to Poen Score 1000 1499 GO 47 .5 -25 •14 .4 .20 -it •3 -15 -9 •3 -10 -6 .2 . .5 -3 .1 0 0 0 5 3 1 10 6 2 iS 9 3 20 it 3 25 14 4 House Size AdJustment SGSO Ai House we (ft) Subtotal ism 2000 Water Heating to or Poen Score 1999 more -30 0 3 -25 0 2 -20 0 2 -15 0 1 -10 0 t .5 0 0 0 0 0 5 0 0 10 0 1 1S 0 •1 20 0 .2 25 0 -2 Zonal Control Adjustment All 6 5 4 2 1 0 12. Water Heating Out Water Heater - No AuzMary C+sdlts DhmatanSymm2 . R.ie stisle"n water CLmata Energy STD MR 1310@ No Tinier 0emdoemd Hewer Tvoet Zones Factor POU Insul On SGSO Ai 0.53 0 3 1 -0 -S 0 0.63 S 8 6 -4 0. 5 0.73 8 11 9 0 4 a SG75 AN 0.48 -2 1 -1 -12 -7 -2 am 3 6 S -S -1 4 0.68 7 10 8 -1 3 7 SE Ai 0.87 -20 -12 -17 -41 32 -19 0.93 -17 -0 -13 38 -28 .16 IC All am 2 S 3 IE AN 093 •21 -12 HP 6.11.13.15 180 4 7 S -S -1 4 Two Water Antes - No AuzMary Creditor SGSO All am -7 4 •6 •17 -12 .7 0.63 1 S 3 -0 .4 1 0.73 5 10 - 8 -2 2 7 SG -15 N 0.48 -12 -0 -11 -22 -17 -12- am -1 3 0 -i t -0 .1 0.68 5 0 7 4 1 6 SE All 0.87 -22 -14 -19 46 -33 -22 0.93 -16 -7 -12 •30 -28 -15 tG Ai 0.80 4 .1 .3 IE AN O.M -21 •12 HP 6-11.13.15 1.80 •1 3 1 •10 a 0 Mandatory Measures Checklist: Residential MF -1 R i Certificate of Compliance: Residential Climate Zone 11 NOTE: LOwrlse 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 Pro ect Title j mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Building Permit iY DESCRIPTION DESIGNER ENFORCEMENT Project Address Checked By/ Date Building Envelope Measures Documentation Author Telephone Enfamement Agency Use Only • §150(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R -Value. Fenestration • §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). BUILDING DATA Area % • §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. Conditioned Floor Area Number of Stories North §150(Q: Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no Slab/Used Floor Number of -Units East greaser than 20 permftnch. South §118: Insulation specified or installed meets California Energy Commission quality standards. [ J Single Family Detached (SFD) [ ] Addition Alone West Indicate type and form. [ ] Single Family Attached (SFA) [ ] Existing Building Skylight §116-17: Fenestration Products, Exterior Doors and InfiltratioNEAltration Controls Existing -Plus -Addition [ J Multi -Family [ ]Total a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified LI -value, and infiltration certification. Q Exterior doors and windows weatherstripped: all joints and penetrations caulked and sealed. B UII.DING SHELL INSULATION §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. Component Rlsulation Lmat]oNCo1I me.`its §150(Q: Special infiltration barrier installed to comply with §151 meets Commission quality standards. Type R-VaIuc (attic. to t_,PiaaL etc.) §150(e): Installation of Fireplaces. Decorative Gas Appliances and Gas Logs garage, 1. Masonry and factory -built fireplaces have: a Closeable metal or glass door Roof ............. b. Outside air intake with damper and contra Roof ............. i c. Flue damper and contra WaU I 2 No continuous burning gas pilots allowed. .............. Space Conditioning, Water Heating and Plumbing System Measures wau""•'.."•"• Floor"""""". §110.13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. Floor ............. §150(i): Setback thermostat on all applicable heating systems. , Slab Edge §1506): Pipe and Tank Insulation ....: 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation Shading Devic FENESTRATION $ blanket (R-12 or greater) or combined intenor/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. �enestratjpn �g irltetzor Exterior Overhang Framin $ g Type 4. Cooling system piping below 5VF insulated. Olient2tion (SO (single, double) (roller blind. etc.) (shadescreett. etC.) (yes/ifo) (metal%lwo od) 5. Piping insulated between heating source and indirect hot water tank. t • §150(m): Ducts and Fans t NOrth 1. Ducts constructed. installed and seated to comply with UMC Sections 1002 and 1004: ducts insulated North ( ) to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 'E 1St ( ) 2. Exhaust fan systems nave backdraft or automatic dampers 7 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible. East ( ) manually operated pampers.. . South §114: Pool and Spa Heating Systems and Equipment SOU th ( ) t. System is cerdfiec with 78% thermal efficiency, on-off switch, weatherproof operating instructions. light west ( ) no eiectric resistance neabng and no pilot 2 System is installed with: West ( ) a. At least 36' ctpe between filter and heater for future solar heating. Skylight ....... b. Cover for outcoor pools or outdoor spa. 3. Pool system has directional inlets ano a circulation Dump time switch. TIiERMAL iVIASJ §115: Gas-lireo central turnace. pool heater, spa neater or household cooking appliance have no Type/COVellt:g Area ThiClcneSS continuously bunng phot light. (Exception: Non-etectncai cooking appliance with pilot < 150 8twhr.) (slab/exoosed, tile. etc.) (Sf) (inches)* LOcadon/Descriodon (kitchen. bath, etc.) Lighting Measures §150(kl: 40 lumensmac or greater for denerai lighting in kitchens and rooms with water closets: and _ recessed tenting fixtures rC iinsuiatton coven approved. COMPUANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to compty"vhth Title 24, Parts 1 and 6, of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the HVAC SYSTEMS Nf i.^.imum Duct SporlSidG When this certificate of compliance is submitted for a single buildi an ro be bolt in multiple individual with overall designresponsibility. W- ng r-eatureslRemartks - Type (furnace, air Efficiency Location Dt1CL Heat Pump oriernatioru, arty shading feature that is varied is indicated in the Special setdion. conditioner, heelyumv) (A F UE, SEER,HSPF) (atlsc. etc.) R -Value Thermostat Tyne (split or nk+, l Designer or Owner (p« 9uatneaa a a.efesalon. Code) Documentation Author. _ . Naar: Name: Tids/Fmm: Tida/Frm: Address: Address: ' Telephone: Telephone: Lic. t: rJ4 4-1-1 d p 3 7-3 11 OT NATER SYSTEMS A-14 (signature) (date) (si a(date) re) . Tarik R Value System Type (storage gas. etc.) Capacity Number Energy Factor Ext. Tank Tns _ iii -,tri heti nn Enforcement Agency Name: Agency: SPECIAL FEATURES/REMARKS —� Telephone: (signature/stamp) (gate) LONGFELLoW LUMBER COe INC* Customer: Address: AP#: Quality Design * Floor, Wall & Roof Systems 89 Loren Avenueo Chico, CA 95928-7434 Phone (530) 893-0112 9 (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com GREGORY ROGERS 9789 COHASSET RD COHASSET TILE C_f_2)'!JN BUILDING DIVISION A P P Job No: ROGERS GARAGE ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 ROGERS GARAGE 9789 COHASSET RD COHASSET RO /80 a Al Al Al Al GE1 � Il Ix4 GOVT DRAGE AT BRACE ITERS LONGER THAN 12' ATTACH AT MIDPOINT OF BRACE W/ 2-8d NAIL5 GABLE END 5TUD 2x4 FF 5TRON56ACK (MAIL TO LE aR W/ IOd o 12' OL) — 2x4 HF LEDGM (NAIL TO VERTICAL WJ IOd NABS) s 1 D \--A35 BRACE TO FLAT r—H-3 AT 48' OL. NOTE: V15 DETAIL MAY 13E U5ED FOR TF165B WITH PITCHED BL. AL50. (0) OPTION TO Y;EI3 PLATING= 16E (3) - 2' WIRE 5TAPLE5 (0.072 DIAJ15 6A) TOENAIL® THRU CHORD INTO WEB I THRU YOB INTO CHORD ON ONE FACE FOR A TOTAL OF b 5TAPLE5. (PI). (51) t (HI) MU5T BE PLATED. Ix•t E)LLA. ' 3-IOd NAILS EACH END 6-I0d COMMON 2x6 DIAGONAL NAIL5 BRACE o 48' O.G. ® MAX UNBRP,GED LENGTH OF GABLE END STUD. (2x4 FIR-LAROW - 5TANDARO = 5' -II' - 01 AND BTR. - TFI)55E5 --� TG DL 15.0 P5F OG DL P5F NOTE: 6A3LE END DE516N 13#51ED BG LL 0.0 P5F ON 15 " WIND, EWOaRE V TOT.LD. 50.0 P5F AT 0-25 FEET MEAN HE16HT. DI. RFAG. 1.15 TYPE OF .JOS DETAIL Date: 10-15-02 Gary Hawkins NAME y�I JOB I` AME w cyl Eg Drawn: AK � (530) 892-2700 CI 1T1 , 5TATE CHI COQ CALIFORNIA Job no,: 02-116 1 370 R DQE OOD DR., SiE.1 O FAx:(530)893-0532 GHICO. GA 95973 garyarchmsbcglobclnet Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3�4' ' Center plate on joint unless dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. 1/8 C2 c3 _ J5 3. Place plates on each face of truss at each c, joint and embed fully. Avoid knots and wane y 3 at joint locations. OL Y- s 3 �y = 4. Unless otherwise Noted, locate chord splices C- O at 1A panel length (± 6" from adjacent joint.) Cs c' cs 5. Unless otherwise hated, moisture content of ' For 4 x 2 orientation, locate BOTTOM CHORDS lumber shall not Exceed 19% at time of fabrication. plates 1/8" from outside edge of truss and vertical web. Jl J8 J7 J6 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 9. Lumber shall be of the species and size, and 4 x 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 11. Bottom chords rEquire lateral bracing at 10 LATERAL BRACING SBCCI 9667, 9432A ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location of required WISC/DILHR 960022-W, 970036-N continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING 14. Do not cut or alter truss member or plate Indicates location of joints at which bearings (supports) occur.i �. without prior approval of a professional engineer. i k" ESIN 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type :Qt Ply Meeks - 24 x 24 MEEK2424 Al FINK 7 R9352944 1 Longfellow Lumber Co., Inc., Chico, CA 95928-7434 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc.opl TUB )Jun 10 14:56:37 2003 Pana 1 �1 0 -2-0-0 B-4-14 12-0.0 17-7-2 2-0-0 6-0 1C24-0.0 26-0.0 5-7-2 5-7-2 6-A-14 2-0-0 Scale = 1:45.5 4x4 - 4 4 nn 3x8 - 3x4 — 3x4 = 3x4 - 8-3-4 15-8-12 24-0.0 8-3-4 7-5-8 &3-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES TCLL 30.0 Plates Increase 1.15 TC 0.57 Vert(LL) -0.14 10 >999 M1120 TCDL 10.0 Lumber Increase 1.15 BC 0.65 Vert(TL) -0.27 8-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.07 6 n/a BCDL 7.0 Code UBC97/ANS195 1st LC LL Min I/defl = 240 Weight: 94 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1-G TOP CHORD Sheathed or 3-5-9 oc purlins. BOT CHORD 2 X 4 DF No.1-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Std -G REACTIONS (Ib/size) 6=1286/0-3-8, 2=1286/0-3-8 Max Horz 2=10(load case 3) Max Uplift 6=-48(load case 4), 2=-48(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-2483, 3-4=-2140, 4-5=-2140, 5-6=-2483, 6-7=24 BOT CHORD 2-10=2346, 9-10=1615, 8-9=1615, 6-8=2346 WEBS 3-10=-464, 4-10=611, 4-8=611, 5-8=-464 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. GRIP 220/195 LOAD CASE(S) Standard �O??,0 S/�Nq�,, G. ANF C 17 18 0 z * EXP. 06/30/05 C!V l�- FOFCPUy0� June 11,2003 6 Warning -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be E) Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss�� designer Bracing shown is for lateral support of individual web members onty- Additional temporary bracing to insure stability during construction is the responsibillity, of the erector- Additional permanent bracing of the over-all structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, stomge, delivery, erection and bracing, consult QST -88 Quality Standard. OSB -89 Bracing SpecRcation, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719 7Tek �Ll ; �l 11l �l Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installingand temporary bracing of trusses. P Y 9 Refer to BCSI 1-03 Guide to Good Practice for Handling Installing &Bracing of Metal Plate Connected Wood Trusses for more detailed information. Truss may Drawings Design s locations of 9 Y P eci h1 Permanent bracing on individual compression members. Refer to the BCSI-133 Summary Sheet - Web Member Permanent Bracino/Web Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. Los trusses no estan marcados de ning6n modo que identifique la frecuencia o localization de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instalacibn y arriostre temporal de los trusses. Vea el folleto BCSI 1-03 Gua de Buena PMchCa para el Manejo Instalacion y Arriostre de los Trusses de Madera Connectados can Placas de Metaloara para mayor informacion. Los dibujos de diseho de los trusses pueden especificar las localizaciones de los arriostresP ermanentes en los miembros individuales en compreson. Vea la hoja resumen BCSI-63para los arriostres oermanentes v refuerzos de los miembros secundarios(weUs para mayor informacion. EI I HOISTING - LEVANTAMIENTO resto de arriostres permanentes son la responsabilidad del Held rF Eras pnsitiprl nth tine erection equipment until temporary bracing is installed and Disehador del Edificio. truss fastened to tine bearnin coir;. 1 5ostt 1gs cada tru ss en po>ICion con la gria hasta que el arrio she temporal este instalado y el '.. truss aseguracio en los soportes. 0 Do not lift trusses over 30' by the peak..,: No levante del pito los trusses de mos de 30 pies. Greater than 30' Mas de 30 Dies HAND ERECTION - LEVANTAMIENTO A MANO CSILTrusses'or Top Chord Temporary Lateral Brace (TCTLB) Spacing f,t5 c F ,, "RES es support Hasta 30 pies le upport t 30' to 45' ARRIOSTRE E PLAN_O_S ®E ECHO ar peak. , quarter poin s --- ._T eianrc 60' to 80'*4' Loevante de .� IInls bracing line hd is for all to _<_ except 3x2 and 1,2 p�ra ��I chord d trusses �✓'L-tt ., , Cel ;ialos on vertical webs in line 2x4x12' length lapped urrto- - Ste rrctodo de arriostre es para to(](-. trusses excepto Elia;-es ± cuerd s paralelas 3x2 y 4;<2, truss__s de 20 - de tramo Ir 2' pies o ux;nos. ------------- Trusses up to 20' tl u. sc d • 30 pis o nlenos. Trusses up to 30' 1) TOP CHORD - CUERDA SUPERIOR Trusses hasta 30 les Trusses hasta 20 pies P The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalacion y arriostre inadecuados, puede ser la caida de la estructura o atin poor, muertos o herders. � Banding and truss plates have sharp edges. Wear _ i!is gloves when handling and safety glasses when 7 cutiing banding. \ m Empaques y placas de metal tienen hordes \ I f afilados. Use guantes y lentos protectores cuando- Corte los empaques. oIlea nu ml : ire in, rnl m3s Use special care in than 3" of deflec do 3 pudg Ids 1e windy weather or tion forcv-ry 10' "uo=1cieo fr -Coca 10 near power lines anis r and of span. Pies a. t _, . airports, F3 F 6"lax. o ,a ick up vic,Ticai LevenlIC dr, c - i ua L O n es at ch,,supeno,cs oy chard _ t,les de t >p chord _ r, les t >a_,. ONE WEEK OR LESS MORE THAN ONE WEEK zt `•,"A Bundles star o!'r! r o nc f ad �es or mr,,r:_ s,roulru p,- r iced Lf > ocking at p' tv 10' on renter, Los oaq., cs llmic n Idc n ra .-r r una renana c, n ras ., ', , :ice eluvados Con bloques c. cao 8 o 10 pies. For long tc rm storage, ro bundos to are - J cert mol a gain ti Ile , for rfi - Para aim con amier onor may r Eernpo, cobra los Ecquel pa I f; .'ver Ir aufliento de Dumecau r- o p_ r uta venYlaci,n. Utirce cuidado especial en Bias ventosos o cereal de cables e _lectricos o de aeropuertos. Spreader bar truss bundles i[ Cr r r "_iirg ReIs - c.n p I 'e pr or o rnovin 1 ntc of r^o,i,r e.- be idle`- paq x re de cr.7_ "s. Avoid lateral bending. - Evite la flexion lateral. Do not store No almacene unbraced "bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tiers desigual. HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO FOR LONGITUD DEL TRUSS Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de is Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' D.C. max. 45 a 60 pies 6 pies maximo 60' to 80'*4' Spreader bar truss bundles i[ Cr r r "_iirg ReIs - c.n p I 'e pr or o rnovin 1 ntc of r^o,i,r e.- be idle`- paq x re de cr.7_ "s. Avoid lateral bending. - Evite la flexion lateral. Do not store No almacene unbraced "bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tiers desigual. HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO FOR LONGITUD DEL TRUSS Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de is Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' D.C. max. 45 a 60 pies 6 pies maximo 60' to 80'*4' D.C. Tax. 60 a 80 pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingeniero para trusses de Bras de 60 pies. / ,,e BCSI-B:. forTc'(LB options. n• files . 16CSI-82 pard les ..p�l_r,es d- TCTLB. j 60° or less " s! IlJ .1.4 Refer to BCSI-86 ✓Fa,.... \/ Summary Sheet- Gable End Frame Bracing. ��✓ . -. �:y� j Repeat d g r -I orares _ Vea el resumen �'� AP solength Rc f ita r u,tres BCSI-B6 -Arriostre Tagline - del truss terminal dl bona e, TRU, U3� fO 30 de un techo a dos TRUSSES HASTA. 30 PIES ap�uas. et first fide trusses do c spa(er N ies, 1hen add diagonal. Repeat I p- -/T s process on groups or our trusses until all rrl ares are sei. d --- S reader bar"'-----_..- Instate los cisco tins ru � 'rus: Cori esp.:au �r,, lu <lo Iv.. a-riostres alagona les. r2cpiT,a p "o edlml nto an gruFr» de c I roh asses Toe -in X A Toe -in hasta que t cdns los trusses est I hisralados. E— Spreader bar 1/2 to 2) BOTTOM CHORD - CUERDA INFERIOR Ta line _ 2/3 truss length y $ 9 TRUSSES UP TO 50' "J�'l 'k Lateral braces 7 RUSSEc1 HASTA 60 PIES 2x4x12' length lapped ° over two trusses. Locate Spreader bar Attach ., above or stiffback 10O.C. J/7��� ' mid -height 1 max. C r VA Spreader bar 2/3 to E- 3/4 truss length -" Diagonal braces agline- / ' every 10 truss TRUSSES UP TO AND OVER iI % spaces (20' max.) L SEG HAS'TA Y'SOBRE 60 PIES 'I 10'-15' max. Some chord and web members not shown for clarity. BRACING ® ARRIOSTRE Refer to BCSI-B2 Summary Sheet - Truss Installa- 3) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS t �- tion and Temporary Bracing for more information. t Vea el resumen BCSI-32 - Instalacion de Trusses v Arriostre Temporal para mayor informacion. Do not walk on unbraced trusses. ', Web members No camine en trusses sueltos. Lo_,c ground rx.-. 'lir first truss dr iLo_a �7rrun i r1c-. `lir -r t lir s d' ir°< ly lin,'ith all rr ,a- or `op chord yen peru'ill lir ,�- ur top �Ir ural �erTcr.,' y at r I h r clrg. Colo ,ue los arns fres de Berra para e iffirrer t urs di o tar-! me on Irnea con ado Ulna de las nlEs. d_ arriosees laterales tennDorales de Is cuerda superior. Brace first truss well �— before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) Diagonal braces min. every 10 truss spaces (20' max.) 10'-15' max. same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 da Refer to BCSI-137 Maximum lateral brace spacing e Summary Sheet 10' D.C. for 3x2 chords - Temporary and15. 15' D.C. for 4x2 chords Diagonal braces Permanent Bracing for Parallel Chord Trusses for more 10 0 every 15 truss -�._.� �_ spaces (30' max.) information."`"= Vea el resumen'-'- BCSI-137 - Arriostre - w a _ r_ ---' temporal k de The diagonal diagonal Permanente trusses de cuerdas end brace for cantilevered vi lir eranr es for paralelas para mayor trusses must be placed Lateral braces informacion. on vertical webs in line 2x4x12' length lapped 1/4" 1' with the support. over two trusses. INSTALLING ". INSTA► CI Gypsum Board 71 f Ir rarr r for Out -or f ar -- Iol r,ncias para F c lira e Plnr o. Plywood or OSB - Max Bow -= = Max T' - -=.=--- Bow __ I Max. Truss Bow Length - 3/4'_ 12.5' Max Bow "a- Length -I-II 1L'a Length ---> 7/8" 14.6' vi lir eranr es for Di D (ft.) 1" 16.T -u Cut -of -Plumb. 1/4" 1' 1-1/8" 18.8' Tol.raneid s para 0-1/2" 2' 1-1/4" 20.8' F_e,ra-d. Pluttada. n 3/4" 3' 1-3/8" 22.9' w Plumb �y/bob 1 4 _ 1-1/2"' 25.0' 1-1/4 5' 1-3/4" 29.2' D/50 max 1-1/2" 6 2" ? 83.3' 1-3/4" 7' 2" > 8' CONSTRUCTION LOADING - CARGA DE CONSTRUCCION B\ Do not proceed with construction until all bracing is securely I' 4 Maximum Stack Height and properly in place. for Materials on Trusses No proceda con Is construction hasta que totters los arriostres esten colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to BCSI-B4 Summary Sheet - Construction Loading for more information. No exceda las rraximas alturas recomendadas. Vea el re 5men SCSI -84 Carga de Construction para mayor informacion Co not overload small groups or single trusses. No sobrecargue pequehos grapes o trusses individuales. Material Height (h} Gypsum Board 72" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high Place to Js od r s many truss possible � A I Cr pc lu ca u sobire is nrrs trusses . coli a se- p r slblc J f _'il Inn leads . ar- load I e1 Ing a I Coloqu_ Ls cargus . obre las pa .des soportantes. ALTERATIONS - ALTERACIONES R. Refer to BCSI-B5 Summary Sheet - Truss Damage Jobsite Modifications and Installation Error_. s • Vea el resumen 3CSI_B=Danes de trusses, Modificaciones en la Obra v Errores de Instalacion. y Do not cut, alter, or drill any structural member of a truss unless i specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ningitn miembro estructura) de los I trusses, a menos que este especificamente permitido en el dibujo del diseno del truss. .f.°a. Trusses that have been overloaded during construction or altered without the Truss Manufacturer's 'r • a prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la corstrucc16n o han side, alterados sin una autorizacion previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regard -ng construction practices from a competent parry. The methods and procedures outlined are intended to ensure that the overall construction techniques em to ed will put Floor and roof trusses into lace SAFELY. Theserecommendations for handlin installing and trading woad 9 P Y P P9. 9 trusses are based upon the collective experience of leading technical personnel 'n the pod truss industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building - Designer or Erect on/Installat on Contractor It is not intended that these recommendations be interpreted as superior to any design specification (Prov ded by either an Architect, Engineer, the Building Designer, the Erection/Installation Contractor or otherwise) for handling, installing and bracing wood trusses and t does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages aarriissiTng from the use, application, or reliance on the recommendations and information contained herein. Y ®1 WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 608/274-4849 • www.woodtruss.com 703/683-1010 • www.tpinst.org BIWARN11x17 20050501 CC 4 lac i i45u IIMI i W w11,, P,VLSIII I _ fffill.-ImIrII ; 11 RLilikAtKir I W j -11"Yf llhllumlll�l ......... R. f R ...... .... ...... .... ... ....... -------- . ......... . . . . . .. z-,00