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HomeMy WebLinkAbout068-400-0120c09-qao- 01�;)- B07-0059 068-400-012 MISCELLANEOUS Patio Cover/Cbd Pch HALL, MAL I 4.Lp ENCLOSE EXISTING PATIO TO SCRE 62OROSEMEL C 20 ROSEMEL CT-}i.�/ 9'Z p CONT: MALAMAR CONST ON HENDERSON, JAY E & PAMELA JANE NEW SP / g69-34{=02-3- 01-1510 B07-0061 068-400-012 HALL, MALCOLM MISCELLANEOUS Private Garage/Shop 20 ROSEMEL CT. OROVILLE DETACHED GARAGE (640) CONT: MALAMAR CONST 20 ROSEMEL CT TEMP POWER HENDERSON, JAY E & PAMELA JANE I BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 2 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: B07-0059 Issued: 02/21/2007 Address: 20 ROSEMEL CT Area: OROVILLE Owner: HENDERSON, JAY E & FAPN: 068-400-012 r Applicant: STOUT CONSTRUCTIOPMap Page: Permit Type: Patio Cover/Cvd Pch Description: ENCLOSE EXISTING PATIO TO SCREEN R Flood Zone: None SRA Area: Yes ALL PLAN REVISIONS MUST BE APPROVES 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 ,rt; ;'Z, Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208p Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 Inspection Type 1 IVR I INSP DATE Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Swimming Pools Setbacks 132 Pool Plumbing Test 504 Gas Test 404 Pre-Gunute 506 Pool Elec/Bonding/Light Nitch 502 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 Manufactured Homes Set acs 132 Blocking/Underpining 612 Tiedown/Foundation System 611 Site Utilities/Trench Insp. 137 Gas Test Yard 404 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: Finials{�. A - Publtc Works MaT 538-7681 Fire Department/CDF 538-7111 Env. Health Final 538-7281 Sewer District Final * *PROJECT FINAL 1 801 Z -rru,ect rmar is a %-ernncate of occupancy for (xesraennai unry) 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 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: 20 ROSEMEL CT Owner: Permit No. B07-0059 APN: 068-400-012 HENDERSON, JAY E & PAMEL Issued Date: 02/21/2007 By KCG Permit type: MISCELLANEOUS 20 ROSEMEL CT Subtype: Patio Cover/Cvd Pch OROVILLE, CA 95966 Expiration Date: 02/21/2008 Description: -ENCLOSE EXISTING PATIO TO S( (530) 533-4989 Occupancy: Zoning: AR Contractor Applicant: Square Footage: STOUT CONSTRUCTION STOUT CONSTRUCTION Building Garage Remdl/Addn 6040 HORNBECK LN 6040 HORNBECK LN ANDERSON, CA 96007 ANDERSON, CA 96007 Other Porch/Patio Total (530) 365-1702 - (530) 365-1702 . 180 180 FEE INFORMATION Patio Cover/Porch $150.00 SMIP - Residential $0.50 Total Charged: $150.50 Fees Paid: $150.50 Balance Due: $0.00 Receipt No: B1464 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 STOUT CONSTRUCTION 839997 / B / 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 (co encing 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 fu ce and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 02/21/2007 the applicant to a civil penalty of not more than five hundred dollars [$500); Please check one of the following: 'ontractor's Signa re Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does _WURRERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees,.provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). -I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, s required by Section 37 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED ❑ CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: of the Labor Code, for the performance of the work for which this permit is issued. My Workerss'' 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 oontractor(s) licensed pursuant to the Carrier. State Fund policy Number: 1785302 Exp, Dale-07/01112007Contractor's /2007 License Law.). , (This section need not be completed if the permit is or one hundred dollars ($100) or less. ❑ 1 AM EXEMPT under Section B. & P.C. for this reason_ : ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS 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 02/21/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date ^provisions. ;X 1� 02/21/2007 ' t 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 Signatur Date WARNING: RE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL CT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THO ND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, .. injury, including death, and property damage caused by, arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE_, INTEREST AND the issuance of this permit., I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. 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 props wner's behalf. 02/21/2007 , CONSTRUCTION LENDING AGENCY _ . _ — ; .. _ I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for , Nam ermittee [SIGN] Print /- Date the performance of the work for which this permit is issued. (3097 civ. code) -JjOwn _ ��Contractor OR. Agent for Owner Agent for Contractor ^ ' FILE COPY Lender's Address 'City - State Zip BUTTE COUN'T'Y PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS r� /1r OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 v -0o A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.nettdds BIN # "PLEASE PRINT CLEARLY OWNER INF&RMATION Last Name first e Mailing Address SC' City . StaLc_ ` Z' ; Phone �-� �q o Fax E-mail AFFLICANT INFORMATION CONTRACTOR Name - ��_ v Address Zip City r� St e, r Zip of C^ Phone s-1-1oZ Fax E-mail Lic. # `339g9-.7 Clasf!�' AFFLICANT INFORMATION ARCHITECT/ENGINEER Name � —,a)n o Address Zip City Fax State Zip Phone Name Fax E-mail State License Number AFFLICANT INFORMATION Name G Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE �X For o4ice u:,:) only: Zoni;�ct T�_ Flood Zone SRA 1 Yes r No �i Occ• Type Copst. Si bdivision Name Map Book Page` Ci: Planner Date Approved: PROJECT LOCATION AP# Property Address l 2-65er�� City Cross Street A WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a cern tate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name AddressAT Description or Scope of Work: F►-. s 5 c e, ,) ,t4, 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 i check fees for work plan checked and other department costs are not refundable. _ Received by: Amount: V Bldg SRA Receipt #: Sherif; ; Il_._SMIP Dato: 15V -5d- Other Total i=mss. ��' v��'� „�,,..�{ Butte County .Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: D Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codesibutteco/ Reference Number: B07-0059 Location: 20 ROSEMEL CT Parcel Number: 068-400-012 Date: 01/10/2007 Owner Name: HENDERSON, JAY E & PAMELA JANE Phone: (530) 533-4989 Description: ENCLOSE EXISTING PATIO TO SCREEN ROOM Signature of Property Owner: Date: 01/10/2007 FILE IIC3-#r gfw 'SITE 'PLAN rt BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds . LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 02/02/2007 Contractor's Signature Date I • WORKERS' COMPENSATION DECLARATION I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: Policy Number: Exp. Date: (This section nee not a is completed if the permit or one hundred ollars ($100) or ass. ('CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS UED, I shall not employ eMrson in any manner so as to become subject to the Workers' Compensation laws of Cajifomnj , and agree that if I should become subject to the workers' ' compensation provisi ns o action 3700 of the Labor Code, I shall forthwith comply with those provisions. X 02/02/2007 Signature/�/ - Date WAR 1 G: FAILURE TO SECURE WORKERS' C MPENSATION COVERAGE IS UN),Q UL, AN �SFIALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE H DRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City Zip Balance Due: $0.00 Receipt No: B1707 OWNER / BUILDER DECLARATION 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, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged' exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractofs License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED . CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Sect' B. & P.C. for this reason: K �f 02/02/2007 Owner's i a ure % Date 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and pr arty damage caused by, arising out of, or in any way connected with the issuance of this permit -l' PF.by acknowledge that issuance of this permit does not authorize the use or occupancy off any si alk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter,tha ab �nentloned property for inspection purposes. I hereby certify that I am the property ownXrpr'a aGChorized to act on the property owner's behalf. �� TA ✓ l�on��/��/I 02/02/2007 ❑ Contractor OR. ElAgent for Owner Agent for Contractor FILE COPY PROJECT INFORMATION Site Address: 20 ROSEMEL CT , Owner: Permit No: B07-0061 APN: 068-400-012 HENDERSON, JAY E & PAMEL Issued Date: 02/02/2007 By KEJ Permit type: MISCELLANEOUS 20 ROSEMEL CT Subtype: Private Garage/Shop OROVILLE, CA 95966 Expiration Date: 02/02/2008 . Description: DETACHED GARAGE (640) (530) 533-4989 Occupancy: Zoning: A -R Contractor Applicant: Square Footage: HENDERSON, JAY E & PAMI- Building Garage RemdUAddn ". 20 ROSEMEL CT 640 OROVILLE, CA 95966 Other Porch/Patio Total' (530) 533-4989 - 640 FEE INFORMATION Fire Inspection (SRA) -Fire -Res $95.00 Fire Plan Review (SRA) -Fire -Re $95.00' Garage - Wood Frame $329.94 Garage -,Wood Frame Plan Check $219.96 Ping Appl Fee (SRA) -Bldg $109.98 SMIP - Residential $1.54 Total Charged: $851.42 Fees Paid: $851.42 . LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 02/02/2007 Contractor's Signature Date I • WORKERS' COMPENSATION DECLARATION I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: Policy Number: Exp. Date: (This section nee not a is completed if the permit or one hundred ollars ($100) or ass. ('CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS UED, I shall not employ eMrson in any manner so as to become subject to the Workers' Compensation laws of Cajifomnj , and agree that if I should become subject to the workers' ' compensation provisi ns o action 3700 of the Labor Code, I shall forthwith comply with those provisions. X 02/02/2007 Signature/�/ - Date WAR 1 G: FAILURE TO SECURE WORKERS' C MPENSATION COVERAGE IS UN),Q UL, AN �SFIALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE H DRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City Zip Balance Due: $0.00 Receipt No: B1707 OWNER / BUILDER DECLARATION 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, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged' exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractofs License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED . CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Sect' B. & P.C. for this reason: K �f 02/02/2007 Owner's i a ure % Date 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and pr arty damage caused by, arising out of, or in any way connected with the issuance of this permit -l' PF.by acknowledge that issuance of this permit does not authorize the use or occupancy off any si alk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter,tha ab �nentloned property for inspection purposes. I hereby certify that I am the property ownXrpr'a aGChorized to act on the property owner's behalf. �� TA ✓ l�on��/��/I 02/02/2007 ❑ Contractor OR. ElAgent for Owner Agent for Contractor FILE COPY Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work _ personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY P O PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT (YE R NO) 2. IAV /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 THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS PHONE CITY 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 Description: DETACHED GARAGE (640) Reference Number: B07-0061 / Applicant Name: HENDERSON, JAY,&'& DXMELA JANE Signature of Property Owner: Date: J BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buftecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Lpj Namf iraNNamee ( C•� c0mal / Ix S e Z`�5ll0 Ph 3 ��9 F -% b to E-mail - . APPLICANT INFORMATION CONTRACTOR Name c LS owAkj— Address Zip City Fax State Zip Phone Policy Number Fax E-mail Lic. # Class - . APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Policy Number Fax E-mail State License Number - . APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail For office use only: i ZoningFlood Zone SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BIN # Description or Scope of Work: Gy0 s Sq FT- Living Garage - Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs as c not refundable. Received by: K, V • Amount: Receipt #• ` g 6�&t I I 6� Dat :l 4 11-07 v 2 Q � Bldo 4 Igo. 00 SRA __Sheriff Other PROJECT LOCATION AP# >0 ` 0 Z Prope5j Address A; C�- City lbfJi i�.0 Cr ss Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Gy0 s Sq FT- Living Garage - Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs as c not refundable. Received by: K, V • Amount: Receipt #• ` g 6�&t I I 6� Dat :l 4 11-07 v 2 Q � Bldo 4 Igo. 00 SRA __Sheriff Other • �V TTF Printed: 01/11/2007,BUTTE COUNTY FEE SUMMARY o' O 7 County Center Drive, 10:13 am 0 0 Oroville, CA -75965 :.. 0 0 0 o Department of Development Services 0 0. Phone (530) 538-7541. Fax. (530)'538-2140 UIN • t „ Permit Number: B07-0061 Job Address: 20 ROSEMEL CT Contractor:. - Fee -Description Account Number Fee Amount Paid Date Pmt Amt ' Fire Infection (SRA) -Fire -Res .- 0100-450001-4617240-1010 $95.00' 01/11/200T. $95.00 , Fire Plan Review (SRA) -Fire -Re 0100-450001-4617240-1010 $95:00 01/11/2007: $95.00 Ping Appl Fee'(SRA)-Bldg _ 0010-440001-4210500-1010 $109.98. Garage - Wood Frame 0010-44000.1-4210500=1010: $329.94 Garage - Wood Frame Plan Check 0010-4400014210500-1010. r -$219.96 01/11/2007 $219.96 SMIP - Residential .1001-0-280-1011298 $1.54 851.42 $409.96 Printed By: Kourtni Graham, Balance Due: $441:46 At the time of permit application,'I was advised the above fees are required prior. to issuance of the permit. These fees may change.during the plan checking process. Signatur Date:, 01/11/2607 . Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of•approval of the project or from the impostion of the above referenced items -during which you may request a protest: The requirments" for a protest are specified in Government. Code Section 66020(a).' ' Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. G If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal G income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations unders state law, contact the Department of Benerit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform thier work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. I PERSONALLY PL�jTO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMtvo)VEMENT. (`Y J� OR NO) I/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 THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: 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 Description: DETACHED GARAGE (640) Reference Number: B07-0061 Applicant Name: HENDERSON Y E MELA JANE Signature of Property Owner: Date: a Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municii)alcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-0061 Date: 01/11/2007 Location: 20 ROSEMEL CT Parcel Number: 068-400-012 Owner Name: HENDERSON, JAY E & PAMELA JANE Phone: (530) 533-4989 Description: DETACHED GARAGE (640) ('_"'i Signature of Property Owne . ADate: 01/11/2007 '-'j FILE Butte County Department of Public Worksr T T J. MICHAEL CRUMP, DIRECTOR O $ �O LAND DEVELOPMENT DIVISION o , a Storm Water Managment Program O O 7 County Center Drive o 0 Oroville, CA 75965 ; a 0 (530) 538-7266 Telephone (530),538-7171 Fax t . f teC www.buttecounty.net/dds x National Pollutant Discharge Elimination System (NPDES) Phase II.Construction Storm f Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment .. (LESS THAN,1 MACRE •j Reference Number: -.B07-0061 Date: 01/11/2007 Location: 20 ROSEMEL.CT _ f By: KCG- Parcel'Number: 068400-012 Sub Type: Private Garage/Shop Owner Name: HENDERSON, JAY. E & PAMELA JANE Phone: (530)533-498'9 Description: DETACHED GARAGE (640) By signing below, I the project owner/owners' agent, certify that,this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do.not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total mote -than one acre of disturbed soil will require_ a Construction Storm Water Permit from the state, of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or , more of land may result in revocation of grading and/or other permits or other santions provided' by law. . Y' Signed: } Date: 01/11/2007 Title: CJ/ lo2t' v 163.42' OPMEWAY FROfK1aF.� GAW4E QitPiFWAY 66.(x), il Es.; KCE California Department of Forestry and Fire Protection Butte County Fire Department gyp. Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Building Permit #U)-61 Under authority of Public Resources Code Section 4290 and 4291, Butte County Improvement Standards, and the California Building Code, the following items are required by CDFButte County Fire Department for all development located within Wildland-Urban Interface Fire Areas and made part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which exceed these standards. Public Resources Code 4290 ARTICLE 1. ADMINISTRATION 1272.00 Maintenance of Defensible Space Measures To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. ARTICLE 2. EMERGENCY ACCESS 1273.00. Intent Road and street networks, whether public or private, unless exempted under Section 1270.02(e), shall provide for safe access for emergency wildland fire equipment and civilian evacuation concurrently, and shall provide unobstructed traffic circulation during a wildfire emergency consistent with Sections 1273.00 through 1273.11. 1273.02 Roadway Surface The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades The grade for all driveways shall not exceed 15% without being paved. Grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius (a) No roadway shall have a horizontal inside radius of 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 (b) 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. Revised 08/24/06 1 S A F E Is E I R E M E N T S 1273.05 Roadway Turnarounds Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end 1273.07 Roadway Structures (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. All bridges must be certified by a registered Civil Engineer. 1273.09. Dead -End Roads (a) The maximum length of a dead-end road, including all dead-end roads accessed from the dead-end road, shall not exceed the following cumulative lengths, regardless of the numbers of parcels served: parcels zoned for less than one acre 800 feet parcels zoned for 1 acre to 4.99 acres 1,320 feet parcels zoned for 5 acres to 19.99 acres 2,640 feet parcels zoned for 20 acres or larger 5,280 feet All lengths shall be measured from the edge of the roadway surface at the intersection that begins the road to the end of the road surface at the intersection that begins the road to the end of the road surface at its farthest point. Where a dead-end road crosses areas of differing zoned parcel sizes, requiring different length limits, the shortest allowable length shall apply. (b) Where parcels are zoned 5 acres or larger, turnarounds shall be provided at a maximum of 1320 foot intervals. (c) Each dead-end road shall have a turnaround constructed at its terminus. 1273.10 Driveways (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. Rcviscd 08/24/06 2 1273.11 Gate Entrance (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. (b) All gaws providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. (c) Where a one-way road with a single traffic lane provides access to a gated entrance; a 40 foot turning radius shall be used. ARTICLE 3. SIGNING AND BUILDING NUMBERING 1274.00. Intent To facilitate locating a fire and to avoid delays in response, all newly constructed or approved roads, street, and buildings shall be designated by names or numbers, posted on signs clearly visible and legible from the roadway. This section shall not restrict the size of letters of numbers appearing on street signs for other purposes. 1274.08. Addresses for Buildings All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09. Size of Letters, Numbers and Symbols for Addresses Size of letters, numbers and symbols for addresses shall be a minimum 3 inch letter height, 3/8 inch stroke, reflectorized, contrasting with the background color of the sign. 1274.10. Installation, Location and Visibility of Addresses (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. ARTICLE 4. EMERGENCY WATER STANDARDS 1275.00. Intent Emergency water for wildfire protection shall be available and accessible in quantities and locations specified in the statute and these regulations, in order to attack a wildfire or defend property from a wildfire. Such emergency water may be provided in a fire agency mobile water tender, or naturally occurring or man made containment structure, as long as the specified quantity is immediately available. Butte County Fire Department currently utilizes mobile water tenders to meet the emergency water for wildfire protection requirement. Rcviscd 03/24/06 3 ARTICLE 5. FUEL MODIFICATION STANDARDS 1276.00 Intent To reduce the intensity of a wildfire by reducing the volume and density of flammable vegetation, the strategic siting of fuel modification and greenbelts shall provide: (1) increased safety for emergency fire equipment and evacuating civilians; (2) a point of attack or defense from a wildfire. 1276.01 Setback for Structure Defensible Space [ ] (a) 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. (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. Sa a Practical Effect Requirements for buildings less then 30 feet from property line: ]; If the Building Setback is less then 30 feet from all property lines and/or the center of the road, the following shall be required: ✓ Class A roof ✓ Fully enclosed eaves on entire structure (December 5, 2005, per 2001 California Building Code 704A.2.3, fully enclosed eaves are required on all structures in any fire hazard severity zone within State Responsibility Areas, regardless of setback distance from the property line or center of roadway) ✓ Fire rated metal doors on side toward property line with insufficient setback ✓ Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. 1276.03 Greenbelt Subdivision and other developments, which propose greenbelt as a part of the development plan, shall locate said greenbelt strategically, as a separation between wildland fuels and structures. The locations shall be approved by the inspector. Public Resources Code 4291 A person that owns, leases, controls, operates, or maintains a building or structure in, upon, or adjoining any mountainous area, forest -covered lands, brush -covered lands, grass -covered lands, or any land that is covered with flammable material, shall at all times do all of the following: Rcviscd 08/24/06 4 (a) Maintain_ around and adjacent to the building or structure a firebreak made by removing and clearing away, for a distance of not less than 30 feet on each side of the building or structure or to the property line, whichever is nearer, all flammable vegetation or other combustible growth. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively- manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to any building or structure. (b) Maintain around and adjacent to the building or structure additional fire protection or firebreak made by removing all brush, flammable vegetation, or combustible growth that is located within 100 feet from the building or structure or to the property line or at a greater distance if required by state law, or local ordinance, rule, or regulation. Grass and other vegetation located more than 30 feet from the building or structure and less than 18 inches in height above the ground may be maintained where necessary to stabilize the soil and prevent erosion. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to a dwelling or structure. (c) Remove that portion of any tree that extends within 10 feet of the outlet of a chimney or stovepipe. (d) Maintain any tree adjacent to or overhanging a building free of dead or dying wood. (e) Maintain the roof of a structure free of leaves, needles, or other dead vegetative growth. (f) Prior to constructing a new building or structure or rebuilding a building or structure damaged by a fire in such an area, the construction or rebuilding of which requires a building permit, the owner shall obtain a certification from the local building official that the dwelling or structure, as proposed to be built, complies with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the certification, upon request, to the insurer providing course of construction insurance coverage for the building or structure. Upon completion of the construction or rebuilding, the owner shall obtain from the local building official, a copy of the final inspection report that demonstrates that the dwelling or structure was constructed in compliance with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the report, upon request, to the property insurance carrier that insures the dwelling or structure. Butte County Improvement Standards Installation of Fire Sprinklers If your property was part of a parcel split after September 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 2001 California Building Code, December 5, 2005 704A.1 Roofing 704A.1.1 General Roofs shall comply with the requirements of Chapter 7A and Chapter 15. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. Rcviscd 08/24/06 704A.1.2 Roof coverings Where the roof profile allows a space between the roof and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire stopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. 704A.1.3 Roof valleys When provided, valley flashings shall be not less than 0.016 -inch (0.41mm) (No. 28 galvanized sheet gage) corrosion -resistant metal installed over a minimum 36 inches (914 mm) wide underlayment consisting of one layer of No. 72 ASTM cap sheet running the full length of the valley. 704A.1.4 Roof gutters Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. 704A.2 Attic Ventilation 704A.2.1 General When required by Chapter 15, roof and attic vents shall resist the intrusion of flame and embers into the attic area of the structure, or shall be protected by corrosion resistant, noncombustible wire mesh with '/4 inch (6mm) openings or its equivalent. 704A.2.2 Eave or cornice vents. Vents shall not be installed in eaves and cornices. EXCEPTION: Eave and cornice vents may be used provided they resist the intrusion of flame and burning embers into the attic area of the structure. 704A.2.3 Eave Protection. Fully enclosed eaves on entire structure. Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be protected by ignition -resistant materials or noncombustible construction on the exposed underside. All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.orp/Fireprevention/protplan/protplan.htmi Date Revised 08/24/06 6 Darren Read Fire Protection Planning ML JOB: Henderson_pa LOCATION: Butte Co. M i Te k® TRUSS ENGINEERING POWER TO PERFORM. I MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca.95610 Phone:(916)676-1900 Fax:(916)676-1909 ► LUMBER ► HARDWARE ► STOCK PLAN.' ► CUSTOM D1 IN6= Oil -TRUSS ENGINEEMWG ► TRUSSES ► PRE FRAMED WALLS 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax: (530) 534-5269 WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. TRUSSES REQUIRE EXTREME CARE IN HANDLING LDD HU DIE' Vancouver, Wa. 98684 Phone: (360)449-3840 Fax:(360)449-3953 BUTTE � COUNTY`re s JAS 2�� ;• TIMBER Q`= PRODUCTS DEVELOI+WNT ® INSPECTION SERVICES s 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone: (360)449-3840 Fax:(360)449-3953 TRUSS SCHEDULE Tails Project: HENDERSON PAM 20x32 County: BUTTE Contractor: Endeavor Homes I Date: January 3, 2007 Roof: COMP Plan: Snow: o Drawn By: Mw Tail -Cut: Plumb L Fam Henderson, Endeavor Homes. 655 Cal Oak Kj. Qroville, Ca• 95965 (530) 534-0300 (530) 534-5269 MiTeV, POWER r0 PERFORM.- MiTek Industries, Inc... 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 9161676-1900 Re: Henderson—Pam-20x32 Fax 916/676-1909 00 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R23909139 thru R23909140 My license renewal date for the state of California is March 31, 2007. OQaOFESS/ONq S. CO LU m C 046433 * EXP. -07 0 January 3,2007 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Job Truss Truss TypeQtyloo Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for an individual building component. ( 1 • - LOADING(psf) SPACING 2-M ' 823909139 HENDERSON_PAM_20X32 A COMMON 15 1 ' TCLL 16.0 Plates Increase 1.25 TC 0.20 Vert(LL) Job Reference (optional) 1 -2-0-0 1 5414. 1 10-0-0 1 14.7-2 1 20-0-0 1 22-0-0 2-0-0 5414 4-7-2 4-7-2 54-14 2-0-0 t Scale = 1:38.9. U4- 4, x4c4 _ a s. 3x4 - 1•' 3x4'C 5x5 — a - 3x4 = 812 8-0-12 A , 1 6.114 1 13-0-12 I 20-04) i 6-114 6-1.8 6.114 Elate onsets (X,T): I2:0 -3 -14,0 -i -8L 10:0-3-14,0-1-t11. 19:0-2-0,0-3-01 Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for an individual building component. ( 1 v Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown i - is for lateral support of individual web members only. Additional temporary bracing to insure'stabiliy during is the - LOADING(psf) SPACING 2-M ' CSI DEFL - in (loc) I/deft • Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.05 6-8 >999 240.' MT20 t 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.12 6-8 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.03 6. n/a n/a BCDL 10.0 Code UBC/ANSI95 (Matrix) Weight: 79 lb LUMBER. BRACING TOP CHORD 2 X 4 DF No.18Btr TOP CHORD Sheathed or 5-3-5 oc purlins. f BOT CHORD 2 X 4 D No.18Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std REACTIONS (Ib/size) 2=819/0-5-8,6=819/0-5-8 Max Horz2=64(load case 5) Maz Uplif12=114(load case 3), 6=-114(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD ° 1-2=0/32, 2-3=1561/68, 3-4=-1382/46, 4-5=-1382/47, 5-6=-1561/69, 6-7=0/32 BOT CHORD 2-9=-45/1430, 8-9=0/1003, 6-8=0/1430 WEBS 3-9=-246/101, 4-9=0/449, 4-8=0/449, 5-8=-246/101 ' NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.'Opsf, Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard •, r -��p■' - Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for an individual building component. ( 1 v fi January,3;ZUU7 ® WARMENO - VerVq d—tgn parameter and READ NOTES ON Tffi8 AND INCLUDED WTEH REFERENCE PADS AIN 7473 REPORE USE. -��p■' - Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown i - is for lateral support of individual web members only. Additional temporary bracing to insure'stabiliy during is the - construction responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult PII Criteria, DSB-89 and BCSII Building Component ' .'MiTe_k ' Safety Information available from Truss Plate Institute. 5a3 D'Onof a Drive. Madison, WI 53719. g ison. 3719. 7777 Greenback Lane. Suite 109 Citrus Heights, CA, 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury � 4_1 3/4*Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. C2 C3 J5 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane - �, 3 O U at joint locations. U�5 U 4. Unless otherwise noted, locate chord splices O at 114 panel length (± 6' from adjacent joint.) For 4 x 2 orientation, locate ~I CB C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 197. at time of fabrication. plates 1 /8" from outside edge A J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 x 4 to Second 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek° 775 77-915. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job russ Truss ypety DEFL in (loc) I/deft Ud Applicability of design paromenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown a for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the 00 TCLL 16.0 Plates Increase 1.25 TC 0.16 Vert(LL) -0.02 17 n/r 120 ' 823909140 HENDERSON_PAM_20= AGE COMMON 2 1 ,. BOLL 0.0 > r Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 16 n/a .. n/a Job Reference (optional) I -2-0-0 2-0-0 10-0-0 ` 10-0-0 ' t 3x4 = 4x4 -- 4x4 z ' 9• .rG.. u edrr uo ue. a.- w.,r ­ue , 20-0-0 22-0-0 10-0-0 2.0.0 Scale = 1:38.9. 812 3x4 20-" 20-0-0 L'OADING(psf) SPACING 2-" CSI DEFL in (loc) I/deft Ud Applicability of design paromenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown a for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.16 Vert(LL) -0.02 17 n/r 120 ' MT20 . 220/195 TCDL 10:6 Lumber Increase 1.25 BC 0.06' Vert(TL) -0.03 17 n/r 120 ,. BOLL 0.0 > r Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 16 n/a .. n/a BCDL 10.0 ' Code UBC/ANSI95 (Matrix) ,' Weight: 94 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 6-0-0 oc purlins. ' BOT CHORD 2 X 4 DF No. 1&Btr BOT.CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std y OTHERS 2 X 4 DF Std 4 REACTIONS -(Ib/size), 2=236/20-0-0, 16=236/20-", 24=97/20-0-0, 23=28/20-0-0, 30=110/20-0-0, 29=96/20-0-0, 28=96/20-0-0, n , 27=97/20-0-0, 25=92/20-0-0, 22=91/20-0-0, 21=97/20-0-0, 20=95/20-0-0, 19=96/20-0-0, 18=110/20-0-0, 32=71/20-0-0 Max Horz2=64(load case 5) Max Uplift2=95(load case 3), 16=-103(load case 4), 29=-37(load case 5), 28=8(load case 5), 27=-15(load case 3), ::25=14(load case 5), 22=-14(load case 6), 21=-16(load case 4), 20=8(load case 6), 19=37(load case 6) Max Grav2=236(load case 1), 16=236(load case 1), 24=97(load case 1), 23=56(load case 2), 30=130(load case 2), y• , - 29=96(load case 7), 28=96(load case 1), 27=97(load case 1), 25=93(load case 7), 22=92(load case 8), 21=97(load easel), 20=95(load case 8), 19=96(load case 8), 18=130(load case 2); 32=71 (load case 1), ` FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD * 1-2=0/32, 2-3=-38/39, 3-4=-20148.4-5=-1 5/56, 5-6=-15/65, 6-7=-15/73, 7-8=-14/81, 8-9=-29/30, 9-10=-29/29, 10-11=-14/76, 11-12=-15/62,12-13=-1 5/48,13-14=15/33,14-15=-16/18,15-16=-33/14,16-17=0/32 BOT CHORD 2-30=0/49, 29-30=0/49, 28-29=0/49, 27-28=0/49, 26-27=0/49, 25-26=0/49, 24-25=0/49, 23-24=0/48, 22-23=0/49, 21-22=0/49 , 20-21=0/49,19-20=0/49,18-19=0/49,16-18=0/49 4 WEBS 24-31=-69/10, 8-31=-69/10, 23-32=0/0, 10-32=-71/0, 3-30=90/23, 4-29=-64/35, 5-28=70/29, 6-27=-69/30, 7-25=-69/29, 11-22=-67/30, 12-21=-70/31, 13-20=70/29, 14-19=-64/35, 15-18=-90/23, 8-10=0/53, 31-32=0/1 NOTES 1) Unbalanced roof live loads have been considered for this design. OFESS/ QR 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and �L�fi� �R S. right exposed ;,end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gabl End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. CC 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. UJC Q 433 m 5) All plates are 1.5x4 MT20 unless otherwise indicated. ; 6) Gable requires continuous bottom chord bearing. 7 7) Gable studs spaced at 1-4-0 oc. * 8) Bearing at joint(s) 32 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity o bearing surface: LOAD CASE(S) Standard - C _ t 'January 3,2007 A WARMM7 - VerM deatgn parameters and READ NOTES ON TIUS AND INCLUDED MITER REFERENCE PAGE MQ -7473 BEFORE USE. r - Design for • i ' valid use only With Mnek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown a for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTek " erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component . ' Safety Information available from Truss Plate Institute, 583 D'Onohio Drive. Madison, WI 53719. Greenback Lane, Lane,Suite 109 S 77 7777 77 S Heights, CA, Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. g C2 C3 JS 3. Place plates on each face of truss at each _ p c, joint and embed fully. Avoid knots and wane 0 V �� 3 O at joint locations. �3 U �5 = U 4. Unless otherwise noted, locate chord splices a O at 'A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate O ca BOTTOM CHORDS C6 ~ J. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from. outside edge J 1 JB J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9'432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek° V\/Nd V\Ylq 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. STANDARD GABLE END DETAILQROF /o I/SAC - 20G 12/16/2005 PAGE 1 OF 2 =lam O =I 4x4 = /— CONT LOADINgps17 TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 * DIAGONAL OR L -BRACING 1 REFER TO TABLE BELOW SEE PAGE 2/2 FOR —ALTERNATE BRACING DETAIL — 1X4 OR 2X3 (TYP) OR 2X3 EACH FACE OR 2-10d TOE -NAILS VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code ASCE 7-02 MITek Industries, Inc. Western Division HEATHING Y OTHERS) N 19 ` 9-30-06 24" MAX 24.O.C. VARIES TO COM 12 TRUSS TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD OTHERS 2 X 4 DFL/SPF/HF - STUD/STD OF FE 3x5 = 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW 3 1/2j �1 1/2" NOTCH AT 24" O.C. (MIN.) TOP CHORD END WALL 1 %GID CEILING NOTCH DETAIL MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7'-0"2 - 5-10-0 11-8-0 8- T 0-0 OVER 8'-611 4 - 16d NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX VERT. STUD HEIGHT OF 8'-8". .TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL.ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT e" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED, 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 Q WAPXMG • Verify dealg" paianetere and READ NOTES ON 7JUS AND MCLODDED MlTEN REFERENCE PAGE MA•7473 BEFORE DSE. 7777 Greenback Lane Q Design valid for use only vdlh MITek conneclors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 109 Applicability of design poramenters and proper Incorporation of component Is responsibilily of building designer- not truss designer. Bracing shown Citrus Heights, CA, 9581 Is for lateral support of Individual web members only. Addillonal temporary bracing to Insure stability during construction Is the responsibility of the erector. Addillonal permanenl bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality conlrol, storage, degvery, erection and bracing, consul[ ANSIRPII Quality Criteria, DSB•89 and BCSII Building Component M iTek' Safety information ovallable from Truss Plate Inslltute. 583 D'Onofdo Drive, Madison, WI 53719. MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L - BRACE 12 INCH O.C. 5-10-0 11-8-0 8- T 0-0 16 INCH O.C. 24 INCH O.C. 4-1-(1 R -i -n F -dell NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX VERT. STUD HEIGHT OF 8'-8". .TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL.ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT e" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED, 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 Q WAPXMG • Verify dealg" paianetere and READ NOTES ON 7JUS AND MCLODDED MlTEN REFERENCE PAGE MA•7473 BEFORE DSE. 7777 Greenback Lane Q Design valid for use only vdlh MITek conneclors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 109 Applicability of design poramenters and proper Incorporation of component Is responsibilily of building designer- not truss designer. Bracing shown Citrus Heights, CA, 9581 Is for lateral support of Individual web members only. Addillonal temporary bracing to Insure stability during construction Is the responsibility of the erector. Addillonal permanenl bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality conlrol, storage, degvery, erection and bracing, consul[ ANSIRPII Quality Criteria, DSB•89 and BCSII Building Component M iTek' Safety information ovallable from Truss Plate Inslltute. 583 D'Onofdo Drive, Madison, WI 53719. STANDARD GABLE END DETAIL Mil/SAC - 20G 12/16/2005 PAGE 2 OF 2 2-10d (TYP) SIMPSON A34 — OR EQUIVALENT LEDGER ---� 2X4 No. 2 OR BTR GABLE 6'-3". MAX TO BEARING WALL 4-10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 45° STRONGBACK 2X4 No. 2 OR BTR 2X4 BLOCK 2X4 S D OR BTR SPACED @ 5'-0" O.C. SHALL E PROVIDED AT EACH END OF BRAC EXCEPT FOR BRACE EXTENDED INTO E CHORDS & CONNECTED TO CHO S W/4 -10d NAILS. MAX. NGTH = 7'-0" STANDARD TRUSSES SPACED @ 24" O.C. ALTERNATE BRACING DETAIL FEB ?M6 NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2 2X4 LEDGER NAILED TO EACH STUD WITH 4-10d NAILS. 3 2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2-10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS ALTERNATE BRACING DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6", UNLESS OTHERWISE SPECIFIED BY PROJECT ENG: OR QUALIFIED BUILDING DESIGNER. 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = 7'-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. _ 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. V ® wAR=G. erjfg deaign parametara and READ NOTES ONTl;1S AND DlCLDDED AD7'ERREFEREIJCE PAGE AW -7473 DBPORE VSE. 7777 Greenback Lane Sulle 109 —0 Design void for use only with Mitek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Carus Heights, CA 9581 Applicability of design pparamenters and proper Incorparollon al component is responsibWly of building desfgner- not truss designer. Bracing shown is for lateral suppport of Ukk9vldual web member only. A mtllonal temporary bracing to Insure stab(Gly during construction is the responslb® of the erector. Akldlllonal permanenf bracing of the overall structure is the responsibility of the building designer. For general guidance regarding labricatlom quail y control, storage, deilveryand bracing. consult ANSIAPIt Quality Criteria, 0SB•89 and BCSIt Building Component M iTek(I Sadly Inlomso8on available from Truss Plata jrInstitute, 583 DOnotrlo Drive, Madison WI 53719. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, Califgrnia- X5965 • Telephone (530) 538-754 PER/MIT NO. (Rev. 12/96) APPLICATION ANDPERMIT i ASSESSOR PARCEL NUMBER 14VwOM 068-346-023 ZONING ar BUILDING PERMIT OWNER I-IATI MALCOLM TELEPHON SO. FT. OCC. BUILDING VALUATION _ . OWNERS MAILING ADDRESS B 55060 CONTRACTOR'S NAME malamar cont 507- - TELEPHONE 42 CONTRACTORS MAILING ADDRESS same CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flirt Fee $ 2 0.0 0 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BLt"GIM92MEL CT, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ Loilf. LL SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF EK Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ff Installation ❑ Other ❑ Describe Work: TEMP POWER Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service z*.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑. I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. VI, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that 0 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo hwithcom ly with those provisions. X � % L Dat9 lam �� Signature of Applicant - Owner e�O Contractor Qd Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWEwNG OCCUP. SO OR ADONS. ( & ACC. BLDS. 3.5¢FT. T. ANON-R61D. MULTI.OUTLET 97.50 ER APPARATUS 8 PSINOWGLE OUTLET CIR. Ex. Occu ovrtt�oR FUTURESe20 01:00 Ex. Occup. ouTLEEDTSA Ao .oma 5.00 Temporary Service t 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ 34.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. I D. FEES IMP I FLOOD COF PARCEL I Po I HD SUE This permit is hereby issued under of the Butte County Code and/or indicate above for which fees ave ,. B PERMIT EXPIRESON the applicable provisions Resolutions to do work een paid. '1 ate&/x V 2— e Receipt No. 325148/$43.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 55965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATIONANb PERMIT ASSESSOR PARCEL NUMBER O/— �3 / / _ ZONING II��J CCL BUILDING PERMIT OWNER TELEPHON=Sa/- SO FTOCC. BUILDING VALUATION OWNBA'B W— .."i—i�P LENDER'S %WUNO ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS /1 A\ LOT NO. I -, I SUSDNISION'B NAME USEOFSTRUCTURE SF k Duplex ❑ Mobilehome ❑ Other SPECIFv TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: *PERMIT FEE PAID SRA '- SHERIFF OTHER AMOUNT RECEIVED NO. "RECEIPT NUMBER " TO BE PVT INTO COMPUTER Total Valuation 1 $ Filing Fee $ 20.00 Permit Fee S Plan Checking Fee S Energy Plan Checking Fee b MULTI.OUTLET NON-RESID. S POWER APPARATUS PLUMBING Ping Fee 20.00Each Trap7.00Solar 20 ®X.00 or heat um BALI @ .SO 23.00Water iping15.00Each aM2 as water heat15.00Gas 5.00 I in stem 1 23.00 1 5.00Buildin sewer15.00Mobile 20.00 Home S 23.00 20.00 PERMIT FEE 1 $ ELECTRICAL PERMIT Filing Fee 20.00 OR LESS Main Service 200A 200A OR LESS 23.00 Main Service 200A TO 1000A 46.00 NEW CONST OR . ( DWELLING OCCUR -, 01 6 ACC. BUDS. N O 3.5Q . MULTI.OUTLET NON-RESID. @7.50 POWER APPARATUS & SINGLE OlIn.ET CIR. EX. Occup. DIX OR FIXTURES 20 ®X.00 I BALI @ .SO EX. Occup. AESID GEA I tlTLETs 5.00 I Temporary Service i 23.00 3.u) Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 1 20.00 I Hood 6.50 PERMIT FEL: 1 $ Mobile Home Installation Fee S Energy Inspection Fee 5 oca CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD COF PARCEL PD -HD ISSUE This permit is hereby issued under the applicable provisions i of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. z, By Date PERMIT EXPIRES ON NOTES RESIDENTIAL L, �k ^��� 068-346-023 01-0558 HALL, MALCOLM ,VROSEMEL CT. OROVILLE CONT: MALAMAR CONSTRUCTION s NEW SF i. SPECIAL CONDITIONS CHECKED _ BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER J,# GAS — Meter ByDate . er / �4 — + JOBflNALED (Date) o Signature 614 � � Y .. J i. SPECIAL CONDITIONS CHECKED _ BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER J,# GAS — Meter ByDate . er / �4 — + JOBflNALED (Date) o Signature 614 V= OK 0 = Not OK - = No!,Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shlhg.-Frg-Bracing 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Electric 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"tt./ - /'LPG Roof; Shthg-Roofing 7. Well Clearance & Disconnect 12. 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. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date. Card B-1 Date Card B-1 1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shlhg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. EM.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date - Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure' Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating.EgOip.-Pool Lghtg. Boxes- Enclosures -Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Date erfloor (Plans) OK except #'s // 00'2p ning- Setbacks- Ease ments-Flood- Slope P . FP,, Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ r' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. HolApewns and Special Anchors a 8. �I 10. Slab, Steel -Wrapped Pier - ireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenurhs & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Dater7 Card B-1 eA Date Card B-1 Date Card B-1 Date Card B-1 Date_PLUMBING (Permit) OK except #'s ter Htr.; Vent -Access -Com kffle ' dL^ate_rJP<peAnch -Nail'o V.; TesWittings & ncho ail tectio Power Pan; Test, First Floor -Tub Access t Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date_ELECTRICAL (Permit) OK except #'s 3. Fixture & Transformer Clearance -Ins. Protection Ar Headers & Beams -Size & Bearing Duplex) Date 11 FRAMING (Continued) T 6. ngers-Post Caps -Anchors -Connectors Poll'Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. s or Type A Flue -Fireplace Throat Clearance At' Access; Size & Romex Protection -Draft Stop -Ins. Baffles B . Windows or Exiting Doors -Sill Ht. & Dimensions 4 Gar re Protection Framing Pr perty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 1 54. 6Ierrs=-j[ Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5&_SidiagSt.Claik'rlg Veneer ucco Mesh -Drip Screed -Fd. Vents-Underfir. Access G ng Area -Glass Protection -Skylights -Plastic hear Walls; Nailing -Bolts �Z i 60. Br Interior/Exterior Wall Panels wo"insulation-Walls-Ceilings 62. Infiltration -Walls -Windows Date ��� Card B-1 Date Card B-1 Date T Card B-1 Date Card B-1 Date_,FINAL (Plans) OK except #'s Ext. Bps -Door & Sidelight Protection -Landings Smoke Detector 6 urnace Vents -clearance -Comb, Air -Connector - In G age; Above Floor-Ducts-Mech. Protection Bedroom Exiting f 67. G. .. & Bath Fixtures & Tub Access -Spa LW'Elec. Trim & Subpanel, Breaker Sizes & Labels t 7 e - Hearth E!ac. Outlets at Wood Panel, Int. & Ext. 2. Ki & Appliance; Ground -Air Gap -Cooking Clearance Elec. O ets & Receptacles at Kit. Counter L14-15'rage Fire Door; Swing -Landing -Closure 75. er Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in ge; Above Floor-Mech. Protection PI , Elec. & Mech. Equip. Listed for Location t7rElec. FjBceptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 83. stru_ction-Post Caps n s oor Drainage & Wood -Earth Cle nce Looked under Floor ❑ Yes Followino Instid./Drive J No/Walks - s J No/Planters J Yes 1=e A . Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86 nec1l_ lectrical, Plumbing Ex rior Elec. Trim, G.F.I. Receptacle -Underground Vent' ation Throughout House Glass Protection 90. CQLLections fro v' us spections 9 G eters %46 Ga -Electric Wat r & Sewer Connected-C/O to Grade -HD Approval ne ompliance Certificate -Other Certificates Address Posted Date Card B-1 Date Card B-1 Date p Card B-1 Date Card B-1 DatVj ® Card B-1Date Card B-1 'aftComrplents at inal: lec. Receptacles Spacing -Lights & Switches at Doors S' a Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. p. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 2 bleed Wir AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / 6 / gaor AI.Oven Circ. / / ga Cu or Al Insulated Neutral 1� O No .-,Service- Riser Conductors & Ground Main Disconnect b42',Fquip. Clearances Panels-Motors-Mech. Equip. ithes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date >4ECHANICAL (Permit) OK except #'s A. . Ducts Insulation & Support . Vent Fan, Exhaust above insulation ondensate Drain & Overflow, Size & Grade dX'F,w-n"ace-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4 ills Proper Materials -&-Anchors vl�Walls Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) irle Stops, Furred Ceilings -Stairs -Chasers -Tubs Ar Headers & Beams -Size & Bearing Duplex) Date 11 FRAMING (Continued) T 6. ngers-Post Caps -Anchors -Connectors Poll'Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. s or Type A Flue -Fireplace Throat Clearance At' Access; Size & Romex Protection -Draft Stop -Ins. Baffles B . Windows or Exiting Doors -Sill Ht. & Dimensions 4 Gar re Protection Framing Pr perty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 1 54. 6Ierrs=-j[ Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5&_SidiagSt.Claik'rlg Veneer ucco Mesh -Drip Screed -Fd. Vents-Underfir. Access G ng Area -Glass Protection -Skylights -Plastic hear Walls; Nailing -Bolts �Z i 60. Br Interior/Exterior Wall Panels wo"insulation-Walls-Ceilings 62. Infiltration -Walls -Windows Date ��� Card B-1 Date Card B-1 Date T Card B-1 Date Card B-1 Date_,FINAL (Plans) OK except #'s Ext. Bps -Door & Sidelight Protection -Landings Smoke Detector 6 urnace Vents -clearance -Comb, Air -Connector - In G age; Above Floor-Ducts-Mech. Protection Bedroom Exiting f 67. G. .. & Bath Fixtures & Tub Access -Spa LW'Elec. Trim & Subpanel, Breaker Sizes & Labels t 7 e - Hearth E!ac. Outlets at Wood Panel, Int. & Ext. 2. Ki & Appliance; Ground -Air Gap -Cooking Clearance Elec. O ets & Receptacles at Kit. Counter L14-15'rage Fire Door; Swing -Landing -Closure 75. er Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in ge; Above Floor-Mech. Protection PI , Elec. & Mech. Equip. Listed for Location t7rElec. FjBceptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 83. stru_ction-Post Caps n s oor Drainage & Wood -Earth Cle nce Looked under Floor ❑ Yes Followino Instid./Drive J No/Walks - s J No/Planters J Yes 1=e A . Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86 nec1l_ lectrical, Plumbing Ex rior Elec. Trim, G.F.I. Receptacle -Underground Vent' ation Throughout House Glass Protection 90. CQLLections fro v' us spections 9 G eters %46 Ga -Electric Wat r & Sewer Connected-C/O to Grade -HD Approval ne ompliance Certificate -Other Certificates Address Posted Date Card B-1 Date Card B-1 Date p Card B-1 Date Card B-1 DatVj ® Card B-1Date Card B-1 'aftComrplents at inal: COUNTY OF BUTTE , BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please cq.ntact this office immediately. Date _ REV 1 i }Y. COUNTY OF BUTTE f BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 �. 7 County Center Drive • Oroville, CA • (530) 538-7541 7 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 notice this office when correction of work is `{{ '• completed. If you have any questions pertaining to this matter, or need additional explanation, `,.• pleasq gntac this office immediately._ :s s M, r Al . • Date Al2 //2 Inspector f '? "' REV 10/92 FROM HALL CONSTRUCTION INC PHONE NO. 507 455 0442 Oct. 22 2001 11:04AM P1 ) CERTIFICATION OF INSULATION ADpRESS'OR TRACT 7P-0- MR1 am %%�� f��`iRAAAENTO'j v xuUAT/ONCOl LOTa. WEST SACiiAMENTO. Cq 95691 UC.1I202026Y ROAD, MARYSVILLE, CA 95901 1L C. x1202026 1, FRESNO, CA X793-9851 LIC. #202026 1. RENO. NV 89SOS LIC, 1110675 �J !(; / �� � �!1 . 1� ❑ 3326 A PONDEROSA wAY, LAS VEGAS, NV 89118 UC.xe10675 I SOUAAE FEET) TYPE OF INSULATION TERIAL FIBERGLASS 9M BATTS ; UFACTURER•S PRODUCT 10 MANUFACTURER OCF I SOUARE FEET) 1 TYPE Of INSULAT IQN MATERIAL FIBERGLASS MATE FORM BATTS 6 BLOWY FORM 1AANUiACTURER'$ PRODUCT 1 0 ....... OCF SOUARE FEET) 11 AT10%m FI®ERGLASS BATTS I'S PRODUCT 1.0 OCF R - VALUE APPLIED R-VAU1E 'INSTALLED THICKNESS . INSTALLED APPLIED M $L*iS-rAL2EpALUE . THfCKNESS WE16t4T•PER•- 'APPLIED: SASE r�OT.• : INSTALLED• • TH[�RIESS: KNEE WALLS IF R -VALUE 18 OTHER THAN WALLS ABOVE f MATERIAL FORM - Fi VAI UE - MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION.SSALANT. MATERIAL MANUFACTVRER W R GRACE ?HIS IS TO CERTIFY- A LATION AN TOR SEALANT, HAS BEEN INSTALLED IN.COINFORIfA' WRH'AppLICABLE•CODES, MATERIAL STANDARDS AND REGULATIONS. I NA URE-INSULA,71Qy CONTR CT R i "'"'r" -TITLE DATE i _-� 11rr MANAGER... SIGNATURE --GENERA . FACTOR _ .... .. J t 71TY.E '-' AT 0 E REMARKS White - Builder copy, Green Builder copy, Yellow - Customer copy COUNTY -OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-751-66;S-6 P R IT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 068-346-023 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWNERS LINO ADDRESS PO BOX 1001 OWATONA MN 55060 464 11 R'719 -no CONTRACTORS NAME MALAMAR CONSTRUMnN (502)1 TELEPHONE 459-0449 CONTRACTORS MAILING ADDRESS PO BOX CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan CheckingFee $ BUILDIN D s P,OSEMEL CT. OROVILLE CA Energy Plan Checking Fee $ q $ PERMIT FEE S 1061.00 LOT NO. I SUBDIVISIONS NAME J S1-7 `L JS -off PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 70.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New XI Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SF WITH GARAGE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G w @20.00 PERMIT FEE S 150. ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. /- nn ` ry / Y/ 1 O License Class Lic. No. aJ V OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I/ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' 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 t �qe provisions. j,_ /J�-- E %%) o� X . O _ E? Signature of Applicant - ❑ wner ❑ Contra � Agent An OSHA permit is required for excavations over 60" deep and demolition or co on of structures over 3 stories in height. Main Service YOwi TO 1000A 46.00so NEW CONST. OWE111C. UP. 3,5QF°: 70.45 OR NEW COS MULTI-OUTLETACCS. NON.RESID. '@7.50 POWER APPARATUS 8 SINGLE OIIfLET CIR. Ex. Occup. OUTLET OR FIXTURES SAL 0 L. 50 Ex. Occup. ou�UETS Ro .GFRA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 113.45 MECHANICAL PERMIT Fling Fee 20.00 Heating SPLIT 15.00 Cooling Hood 6.50 Ventilation PERMIT FEU: $ Mobile Home Installation Fee Is Energy Inspection Fee Is 4b U0 ;Zc V1V T' TYPE TAL FEE $ Xf4.45 HAZ. �- D. FEES P° OD CDF P EL ISSy ✓ This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions `indic o r wh h fees have been �+ By Date PERMIT EXPIRES ON 61q1,02_- provisions to do work paid. afe Receipt No. i 03 5 i WHITE-D.D.S.-B.D. CANARY -ASSESSOR PI -INSPECTOR G LD NROD-APPLICANT 6 lq�- OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroviller California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT ;;— >l— 7j m"N0�,�7 BUILDINGPERMIT -I �- W,MCAWM jr, ! ` LI/OOrs MMlMO *PERMIT FEE PAI �!16' SRA $ SHERIFF s , OTHER P AMOUNT RECEIVED I' qq b, *RECEIPT NUMBER O �� * TO BE PUT INTO COMPUTER PERMIT FEE S I ( �5 - y- t5 IMECHANICAL IPERMIT Edina Fee 1 20.00 S 6.50 PERMIT FEIE S 5• s r,M-61 le Home Installation Fee $ Inspection Fee 5 S / 1,,7&r, TOS L FES NEff IUM -MT -Aft This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutkxu to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON I Aa•til r Total Valuation Is 1. f- 001CH11TECT an mangier uecrse Na , Filina Fee S 20.0 MONea.T an 9MM9Ms "PAM / DOMS SI Permit Fee -/700 Plan Checking Fee /� i G Energy Plan Checking Fee S �, PERMIT FEE S Lorwa sueawrorrsrwe. P"Ma a"'P PLUMBING PERMIT Filing Fee , 20.00 USEOFSTRUCTtJRE SF O Duplex O Mobilehome O Other s�rr Each Trap/Q 7.00 Solar or heat pump water heater 1 23.00 Water piping 1 15.00 Each ass water heater or vent 1 15.00 ) S— TYPE OF WORK Now O Addition O Remodel O Utltitles O Installation O Other O Describe Work: 757 � Gaa piping systern 1 - 5 outlets I 15.00 j S Building sewer 15.00 — Mobile Home S G W 020.00 PERMIT FEE S — ELECTRICAL .PERMIT III Fee 20.00 Main Service � OOn LLES1 23.00 /%, (� �1[Yv jS x � Mein Service To i000A 48.00 cow . owtui+o oa:vP- sa w Olt �ooNs. a ice. eine. 3.StrT. NOWMI0. MULTI -OUTLET @7.50 PI A"APATus a swI OUTLET as EX. Occup. otlTLar On fOfTlXlfy 1O � 1.00 SAL 0 .36 MED MPtM. ow Ex. Occup. 01 a 5.00 Temporary Service 23.00 Moble Home Facilities 20.00 Msc. Wiring 23.00 *PERMIT FEE PAI �!16' SRA $ SHERIFF s , OTHER P AMOUNT RECEIVED I' qq b, *RECEIPT NUMBER O �� * TO BE PUT INTO COMPUTER PERMIT FEE S I ( �5 - y- t5 IMECHANICAL IPERMIT Edina Fee 1 20.00 S 6.50 PERMIT FEIE S 5• s r,M-61 le Home Installation Fee $ Inspection Fee 5 S / 1,,7&r, TOS L FES NEff IUM -MT -Aft This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutkxu to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON I Aa•til r 1' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET/ OWNER: ASSESSOR PARC —NUMBER: (�/� `.� 7 14,, Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data mus be uhmitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- . Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ ..Complete plans, 3/4 sets, signed by the preparer of plans. ------------------------------ ----------------------- Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- gineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ nergy Design Compliance and supporting documentation. ----------------------------------------------- 117. ----------------------------------------------❑7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. d4azardous Material Form. P&anufactured Home data and installation instructions including Tie Down Specifications .------------------ --------------------- s of $ i� ---------------------------------------------------------------- &2/Califomia f$-91 Impact fees as shown on the attached schedule. ------ '-�----------------------------------------------------- Department of Forestry plan approval/fees.�rp,-r----- - ❑ 3. Flood elevation certificate. -------------- ------------------------------------------------------------------------ anitation and plot plan approval Health Department. ------------------------------------------- Giif•ef-t ri, plumbing permit. ------ ---------------------------------------------------------- - Plo plan and business license approval from the City of Biggs. ---------------------------------------------- anning approval for (A) Use: © 4�_ (B) Parking: -------------------------- Lf ^2$� Contact Land Development about ❑ Improvements, ❑ Drainage,ro�4gal Parcel.----------------------- 1119. ----------------------❑19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 1120. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑ 24. Letter of signature authorization. ------------------------------- '' 5. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. ---------------------------------- ❑27. Manufactured Home utility clearance. --------------------- — --- E128. Existing violations and/or expired permits. ---------------------- 0 29. 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: When you issuegi cess follows El Mail to owner, , "c6or. ((and hold for pickup at01E S-Tfl+CT. WAEVILVV q -2S o1 .. Applicant: Copy of Haz-Mat form sent ❑ Health DelYwtment, ❑ Fire Dep o llution Copy of plans sent ❑ Health Department, ❑ Fire Departm er: Index permit application for the above �L (Date) ❑ I 'ver with inspector. Date: 151UA// ❑ Plan Check List 2. Additional items required: _ � "_� Contractor, designer, owner, was advised of ve ed dhta by ❑ phone, ❑ mail, ❑ Building Division ter, by K Date: — / Q Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di ision . , by D te: Plans reviewed by: Date: Plans approved by: 2— Date: O Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: :b . Date: — / Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER A A.P.4t PR(;�POJED BUILDING USE IV 6 F DATE REGE EIPT # D REC. AUILDING PERMIT FEES --Balance Due ....................................................... $ q. 1v --Additional Fees Due ......................................... $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. 2. SCHOOL DISTRICT FEES DID/Lall- (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $��W: Units Commercial (sq. ft.) ...................... - x $0.03 Sq. ft. 4. URBAN AREA FEES: Residential ............................ x = $ # Units Amt. . Commercial (Sq. ft.) .............. x =$ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. 5RA-FERE INSPECTION AND PLAN CHECK �-00 6`1-d at Building Division) 8. WATER TENDER FEES'(Battalion $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These,fees may be.changed during the plan checking process. APPLICANT' to o Governmer t Code Section 66020, you are hereby notified that items 2, 3, 4, 5; 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicaht 3rd Copy - Owner (Rev. 6/00) I H RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAAD MISCELLANEOUS ONLY Owner: Building Permit Number: Plans Examiner: Linda Simpson A. P. Number: �' ��p i� o� 32L 'GENERAL. ERAL: Zoning requirements' (number of permitted living units). Plans signed by the designer. roper description of work on the application.' testing violations on the property. R corded notice of violation. Building permit valuation. P Lplete PAN: te parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. 6 ' Special- conditio o cel Map: Noise ❑ SR�SJ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ TFederal Aid Route and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) .-ILOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 1Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The minimum net clear operable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). r. Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection,from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have. an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or. other confined space'opening into a bath �yr bedroom (Uniform Plumbing,Code section 509.0). Lo?a uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting. walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove— UMC section.205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section- 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). �hower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). ,.�V Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). ,v TRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each'end-ofa,braced.wall,line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBt section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directioins.(UB.0 section 2320.4.1.) Braced wall lines must be continuous throughout the structure. r: A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet' stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). Floor construction details complete enough to construct building. U Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). orch header size(s). ypical header size(s). Stud heights. High expansive soil — special foundation design required. 1� " Retaining walls requiring design. Gypsum wallboard nailing inspection required. Er If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway (Uniform details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Gm Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505) f. Sound requirements. nergy design compliance and supporting documentation. DF responsible area requirements. BING PERMIT REQUIREMENTS: 1.. SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. �1%^ 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. a9 %N 6. ❑ Sub -Standard Housing letter. Page 2 of 2 School District A.P. Number PropertyOwner Property Location/Address Subdivision 1;,-- 7 --V - -Olt" BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) L,,.,_8uiIding,Depaftment No. Jurisdicti , on- C Ity, County Lot No. V F Department Representative ?ate (Floor Plans reviewed by School District Personnel) District Identification No. School District certifies that Al/ (Applicant) Roofed Areas) -7^ - -�*V 0/ (Street Address) (Phone Number) r (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment.of $ representing *square feet. IFABi,T2926 $ IFULL MITIGATION $ School District Representative Date Paid by Check # Remarks: /-1_/ Notice,:, You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a)-,, wit - hin $0, days.frorri the d I ate fees . are 0 1 aid. :Failuireio.*submit a'tim6ly written prdt"iwill prohibit you from challenging the imposition of the fees,in any Court action. If, subsequent to the' School District Representative signing ihis,Butto'Co6nty Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being review ed 'under the California Environmental Quality Act (CEQA), this project maybe 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.xis (10/98)dmm CONNECTION PERMIT APPLICATION FOR SEWER CONNECTION AND SERVICE FROM LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT IAAIKC h Gl'.� `-�VYLQA-- hereinafter referred to as -Applicant", being the properly owner or owner's agent dc'siring scwcr service. hereby requests Lake, Oroville Arca Public Utility Dr;lrlcl, hel-611ollur 10crrccl to ;1:: "Di::lril,l", to c:ullnulil Applicanl's :;cw;.10e di.,;pos;ll line to Di;;lricl'::: anilary ::cwe:r :,y;,Iclll JIId to plovldl, �;l,-Wcragc :;U vlcc. Location of properly: A.PX: Subdivision: / J U� ��t P� Lot//: C�- Block4i AProperly Annexed ❑ Properly Not Annexed ❑ Properly Annexation in Progress No. of E.D.U.'s this permit: Multiplication Factor: Kind of Service: 'Monthly Charges: 'I p3q S 0 Capacity Charge: 0 1 r I(csidcntial �aSo_ (Residence of Owner Connection Fee: ❑ Rental (single family) 00 ❑ Rental (duplex) ❑ Apartment SC -OR Facility Charge: 000 - ❑ Industrial 00 ❑ Commercial Total Amount Payable This Permit: �O ❑ Site plan reviewed ❑ Jobsile reviewed Remarks:Z vy� — a bcCEP, The service applied for hereby shall be in accordance with the conditions hereinafter set forth and (lie ordinances, rules, regulations and policies adopted, or to be adopted, by the Board of Directors of District, all of which Applicant agrees to abide by and fully perform.' Applicant dgrces to pay for such service at rales .and charges as are established by District frorn lime to lime. e.. 04tC . Signature of Applicant Name of Owner if not Applicant Mailing Address of Applicant Mailing Address of Owner Phone 11 of Applicant:_ , �O / ' Phone 1/ of Owner: �5b% CONDITIONS OF ACCEPTANCE OF SEWERAGE SERVICE 1. In accepting this application, District does not hold itself liable to Applicant for failure to perform any of the obligations imposed upon it or assumed by it under (his application if such failure be c6used by accident, Act of God, fire, strikes, riots, war, lack of'capacity in SC -OR Ircatmenl/disposal plant or District's lines to handle the sewage or nay other cause beyond reasonable control of District: 2. Installation of the scwcr service line pertinent to [his application 5hbll conform in all respects to District's specifications. 3. Applicant. shall secure permit(s) as necessary from the County of Butte prior to doing any work, including encroachment permits when work is within county right of way. d. Installation of the subject scwcr line shall be at the sole cost and expense of Applicant. S. Actual connection of the subject sewer service line (o District's sewer mainlinc,shall be accomplished by District staff. _ _-- 6. All work shall be inspected. and approved by District. I 7. This permit is valid for one (1) year. If work is not completed within said year, permit renewal will be required, together with payment of any increase in capacity fcc, connection fee and/or SC -OR Facility Charge. . a. District verification form must be issued with this permit. . Payment of Fecs/Charges required prior .lo final inspectia n cn( received by: Dale: Receipt 113 ZS ❑ CASH ,CHECK 11 (5((o LAKE O V" -AREA P.U:D; B y: . (__� uZ,— - - Date:_�, /y L r) t Lf__ $ Permit #: 'Monthly charge payable at the current rale at time of connection. PERMIT NO.: 43=01 Lake Oroville Area Public Utility District 1960 Elgin Street - OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: June 4. 2001 Applicant: Malamar Construction, Inc (Linda'Ames) PO Box 1001 Applicant Address: Owatonna, MN 55060 -Applicant Phone No.:. (507}455-0442 (589-5264) Property Locations(s): ' Rosemel Ct.; Oroville, CA 95966 ti Melrose Estates Lot #12 A. P. No.(S): .068-34-6-023 Fees due: All fees paid Application for service approved: PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: Date: By: Lake Oroville Area Public Utility District release to close permit: Date: By: A_ND WHEN -RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2001-0023049 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:11PM 31 -May -2001 REC FEE 7.00 COPIES 1.00 Cindy Page I of 1 AGRICULTURAL STATEMENT OF ACI(NOWLEDGM EN T FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the B=e County Code required this acknowledgment to be recorded prior to issuance of a building per__ it. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to hesbic;des„ pesticides,, and fEzrilirers; and from the pursuit of agri:,il*.0*aI o.,erationz including, tut not limited to cultivation, plowm& spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agrici2tura! purposes and residents, within said zones and on adjacent properly should bz prepared to accspt such inconvenience cr disco!wort from normal; _necessary farm operations. Ail that real property situate in the County of Butte, State of California, described as follows: The land referred to herein is situated in the State of California, County of Butte, and is described as .,ollows: Lot 12, as shown on that certain map entitled, "Melrose Estates", which map was recorded in the office of the Recorder of the County of Butte, State of California, on February 15, 2001, in book 151 of maps, at page (s) 15, 16, and 17. Datc 115�Z2e' —0 PROPERTY OWNERS: CZ (CO ANGELA D. MASTS LOTTO State of C ' rnia ) Conry tel 1!3925 Mfr CPSt Notary Pubic County of BWIe County, CaNOMIo lot 9i�Li�O� before me, SEPT. 16, 2002 personally appeared `�� \C` C1\�- NCS \,. rsonally known :o me (or proved to me or. the :iasis of satisfactory evidence) to be the person(s) w3usc names) is/qre subscribed to the within instru. sent -.nd. acknow edged to we 4hat he/she/they executed the same is his/her/their authorized caoacity(iea), and that by his/aer/their signatures) on the instrument, the person(s) or the entity upon behaU of which the person(s) acted!, executed the instrument. WITNESS my hand and official seal , .� A A A, n A Z, n n ^ 4- A, Signa = r�my LA D. MASTELOTTO 01193925 MUt CPS1 Pubic ounty. CON OMIG A.P. # o�� - 3 - oz3 �o l � rn caw. SEPT. IC 2002 SITE PLAN REVIEW APPLICATION bate:, L— (> ) AP# Permit Number (if applicable) ©� — �5 APPLICANT INFORMATION Parcel, Size: Owners Name:, N F� I_LL , Owners Address: F� D is ©x ) 0 0 ( WAJ m,IJ41 rn �j L 0 Telephone No.: Situs Address: ' Proposed Use: Residential New Single Family Residential ❑ Single Family Addition Mobile Home ❑ Residential Accessory Fj Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑-.New Industrial - ❑ Industrial Addition ❑ Industrial Remodel ' Other - - ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: ❑ Single Family Remodel .Brief Explanation (if necessary): I DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) " Approved ❑ Conditionally Approved t ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date L1 '"?2 64 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY r Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: ML:= Flood Zone:FloodPanelNo.:Index Date: Li--LOJ O ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ . Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ---------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A — R Applicable Building Setbacks: :ts & Highways N/A Fire Prevention so N/A Subdivision Map ❑ Setbacks drawn on site Plan: ❑ CDF approval needed for encroachments into SRA setbacks. Page2of5 Zoning Code Stret Front C) C -- Side Side _s Side Street Rear . Height Waterway N/A :ts & Highways N/A Fire Prevention so N/A Subdivision Map ❑ Setbacks drawn on site Plan: ❑ CDF approval needed for encroachments into SRA setbacks. Page2of5 Applicable Development Fees: `. C• Standard Fees Amount " `' Formula -❑ Fire ❑ School* ❑ Parks/Recreation " ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact r ❑ Other , Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement 0 North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the.time of . the building permit. Parcel Created By.., Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on.Publicly Maintairied Road: ❑ No ❑Yes, Road Name: Complies with County Standards.for Deed Creation: ❑ No ❑ Yes - Comments: Parcel Deemed to be'legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed'of Creation Obtain. a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone. ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: �EL_-? �)S6 Map Date of Recording: Lot: 1 2 ❑ Use Permit/Minor Use Permit Permit Number: Book: I S Page: f s Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. I ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and. vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 El El Summary of Specific Requirements: �j C This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 r ` MICHAEL MOONEY ° CIVIL ENGINEER RCE 20647 Job Number 101-01-08 Job Name Lot T Malamar Date 02-15-01 Analysis UBC 1997 Dead Loads Live loads Roof Comp roof 6.0 1/2" plywood .1.5 Trusses 4 Insulation 1 1/2"Gyp 15 psf. - Wall 16 psf. Stucco 10.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 16 psf. Floor Slab 50.0 40.0 Wind Loads P=CeCggI where e Exposure B Ce = 0.62 @ 15 feet Cq = 0.3 in/ 0:9 out windward roof q = 14.5 psf.@ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5C,IW/1.4R m C,=0.36,1= 1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot ® . Friction= 0.35 Lateral bearing = 50 psf/ft. .. r 9#,Djf4G DEPARTWENI p, P P.R0V Page 1 /Iol c,P ricE' m et kT L O�� AN f(tqS- (E - SAI .k -N /a01 l0g�' Lw g; PI l W �..1�[ L CL L ` V✓v,9,6) Ll ��- l� - .( �/ �-'� V L." l..r•L� ��rDL/��[./U \ D ..L�U /_� ZYV .1157�'��� C2\ A�,"' o 1?ke--.J;� fC Fja-. A35 e Ag?l Q- G -;?-7C212 c t6kU 2 6,21 �G � 1 _ -�C? mak._ ''tel A Vt f, 7ELry v��2 .25k./A ��.Q 0216 14,A X(2.2 b jqo oz . 6se-C "Lit (-5.)) ht2-o.� ► �F . C�irt�.. c� T 2uf� 03i 1 • nn�a�-�t s � j �c�1 -n��� ,. � �l v�" Z O-3Nr7 3;��" l� 471HCl maA Q � Q f o) G�; i A -N kL-�/ze LtkE 2 S&ts� c • ° Asx rz- q- zs- (,.Sf lt� 0 2A Z 21 D U ON, - v_tt LOQ 1c ",LAO W314 :EDV %�2 Y,Ll��7 i 44� Vz?- ut o cv- VL WK -JE CANe 0, t C I Q � C(o P-Y-\-J,,fjy)kkk-1 utuccky� �H CSS. l Mt (e2 V---7- 09; ot CI l Mm- 'a - I X- = —7,3, Act chea, Y -z �1� �- 773 �cl 3 S � � x� ( � 3—� . CZ) A042 -57 T R, Mon! -11.9 020647 civ QF C �56 �7xj§ �T, - v /151 22 7/7 �1� �- 773 �cl 3 S � � x� ( � 3—� . CZ) A042 -57 T R, Mon! -11.9 020647 civ QF C MICHAEL MOONEY CIVIL ENGINEER RCE 20647 • 5)*,MAC30NE AVE OROVILLE, CA 95966 530-533-2131 TIMBER COLUMN DESIGN Date: 02/16/01 Design Data Allowable Stresses Column Depth = 3.50 in Fc:. Parallel to Grain = 1300 psi Column Width = 5.50 in Fb: Bending = 875 psi . Load Duration Factor = 1.25 Elastic Modulus = ,1600000 psi Total Column Ht = 8.62 ft Le for X -X Axis Axial Loads 8.62 ft Le for Y -Y Axis Axial Loads ' 0.00 ft Le for X -X Bending = 8.62 ft Applied Loads Dead Live Short Term Axial Load = 3980.0 # 3750.0 # 0.0 # ...Eccentricity = 0.00 in (along "depth" axis) Transverse Moment = 0 in-# 0 in-# 0 in-# Eccentric Side Load = 0 # . 0 # 0 # ....Eccentricity _• 0.00 in 0.00 in 0.00 in . ....Distance above Base = 0.00 ft 0.00 ft 0.00 in Calculated Moments Equivalent Load @ Mid -Height 0 # 0 # 0 # Side Load Moment = 0 in-# 0 in-# 0 in-# Max. Design Moment = 0 in-# 0 in-# 0 in-# Design Summary DL+LL DL+LL+ST DL+ST Actual Axial Stress = 401.6 psi 401.6 psi 206.8 psi Allowable = 490.2 psi 504.2 psi 504.2 psi Actual Bending Stress = 0.0 psi0.0 psi 0.0 psi Allowable " : = 875.0 psi 1093.8 psi 1093.8 psi . Stress Interaction Value 0.89'9 -OK- 0.796 -OK- 0.410 -OK- Page: V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 -E JWIS�Q�pFESS/pN �0 EL Mo 9 C13 F� w 020647 m=. C CA /V l � O\�.���� . MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MA4'RON,,E AVE OROVILLE,. CA 95966 530-533-2131 Date: 02/16/01 Page: TIMBER COLUMN DESIGN Design Data Allowable Stresses Column Depth = 3.50 in Fc: Parallel to Grain = 1300 psi , Column Width = 5.50 in Fb: Bending = 875 psi Load Duration Factor = 1'.25 Elastic Modulus = 1600000 psi Total Column Ht = 8.62 ft Le for X -X Axis Axial Loads 8.62 ft Le for Y -Y Axis Axial Loads 0.00 ft Le for X -X Bending _ 8:62 ft Applied Loads . Dead Live Short Term Axial Load = 3980.0 # 3750.0,# 0.0 # ...Eccentricity = 0.00 in (along "depth" axis) Transverse Moment — 0 in-# 0 in-# 0 in-# Eccentric Side Load = 0 # 0 # 0 # ....Eccentricity = 0.00 in 0.00 in 0.00 in ....Distance above Base = 0.00 ft 0.00 ft 0.00 in Calculated Moments Equivalent Load @ Mid -Height 0 # 0 # 0 # Side Load Moment = 0 in-# 0 in-# 0 in-# Max. Design Moment 0 in-# 0 in-# 0 iri-# Design Summary DL+LL DL+LL+ST DL+ST Actual Axial Stress = 401.6 psi 401.6 psi 206.8 psi Allowable = 490.2 psi 504.2 psi 504.2 psi Actual Bending Stress = 0.0 psi 0.0 psi 0.0 psi Allowable _ 875.0 psi 1093.8 psi r 1093.8 psi Stress Interaction Value 0.819 -OK- 0.796 -OK-/ 0.410 -OK- V4.4C1 (c) 1983-96 EN MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY 5AMADRo,\�AVE. CIVIL ENGINEER ORok7z,r,E, CA 95966, RCE 20647 (530) 533-2131 FAX -534-0902 Butte County February 15, 2001 Development Services Department , Building Division 7 County Center Drive. Oroville, CA 95965 Re: Truss calculations Lot E5/Malamar 1� I have reviewed the truss calculations for this job. My review 'includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have•been revised to reflect a, maximum design bearingload of 1500 pounds per square foot. Thank you for your consideration -and -patience. - Yours, ' ` Michael Mooney My license expires 9-30-01 Q� S.S. W 20 F CALIF Report Page FORMCF -IR .............. .. 1 FORM MF -1R................ 4 FORM C -2R ........... ...... 7 HVAC SIZING............... 11 � ^0��~ Ak ~~ I��. �tlIL-1)^-~Q wDIC .� - TS' . ` ' , TOC ~= ================================================================ ........ . MALAMAR.#1qV . ' Date..01/04/80 07:37:09 ......., LOT #tAROSEMEL COURT ******* --------------------- OROVILLE, CA. 95966 *v5.10* | | Author... Barry Rubanoff ******* \ Building Permit # } . Endeavor Homes ' P.O. Box 1947 Plan Check / Date | ^ff Oroville, CA 95965 530-534-0300 | Field Check/ Date | ......... 11 --------------------- hod...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. � ^~ ================================================================= AS5 v5.10 File-HALL1 Wth!CTZ11S92 Program -TOC | / user#-MP1829 User -Endeavor Homes RuVMALCOLM HALL � _________________________________________________________________ ` � TABLE OF CONTENTS, ' _... _.............. Report Page FORMCF -IR .............. .. 1 FORM MF -1R................ 4 FORM C -2R ........... ...... 7 HVAC SIZING............... 11 � ^0��~ Ak ~~ I��. �tlIL-1)^-~Q wDIC . � CERAIRICATE OF COMPLIANCE: RESIDENTIAL '' Page 1 CF -1R ~ =========================================================== ... MALAMAR#15 Date..01/04/80 07:37:09 �� ... LOTAQ ROSEMEL COURT ******* --------------- - - OROVILLE, CA. 95966 . *v5.10* | | ~�ocumentition Author... Barry Rubanoff ******* | Building P in| Endeavor Homes P.O. Box 1947 � | Plan Check / Date | 4101 Oroville, CA 95965 530-534-0300 | Field Check/ Date � ... 11 --------------------- ' ... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. =========================================================== .1O File-HALL1 Wth2CTZ11S92 Program -FORM CF -1R | MP1829 User -Endeavor Homes Run-MALCOLM HALL | '.--------------------------- _____________________________________ GENERAL INFORMATION ___________________ Conditioned Floor Area..... 1529 sf ' Building Type ..... 1........ Single Family Detached Construction Type ......... New 'Buildtng Front Orientation. Front Facing 180 deg (S) ~ ' ~Number of Dwelling Units... 3.�. - - Number of Stories.......... Floor Construction Type!... '/ Alazing Percentage......... Average Glazing U -value.... !`�.Average Glazing SHGC....... ;�..Average Ceiling Height..... 1 Slab 15.3 0.42 0.55 9.4 On Grade % of floor area Btu/h-sf-F ft BUILDING SHELL INSULATION - ------------------------- Frame Cavity' Sheathing Total Assembly Type R -value R -value F\ -value U -value Location/Comments WAN 1F |Front (S) | nt (S) | o 0_5,",Front (S) |Left (W) .-0.9 L` ft (W) Left (W) own, ''Back (N) my^'` . . .... . .'uacx �m/ �WindowX Back (N) ° ~ - `^«. � FENESTRATION Attic TO OUTSIDE TO GARAGE, ENTRY DOOR, TO PORCH TO GARAGE Wood R-13 R-0 R-13 0.088 'Over - Wood R-30 R-0 R-30 0.038 Edul n/a R-6R-n/a Value ______ F2=0.760 Shading _______________ n/a R-0 R-n/a F2=0.510 ./ n/a R-0 R-n/a R-0 0 330 ' 0.370 0.550 Standard Standard Yes WAN 1F |Front (S) | nt (S) | o 0_5,",Front (S) |Left (W) .-0.9 L` ft (W) Left (W) own, ''Back (N) my^'` . . .... . .'uacx �m/ �WindowX Back (N) ° ~ - `^«. � FENESTRATION Attic TO OUTSIDE TO GARAGE, ENTRY DOOR, TO PORCH TO GARAGE ____________ ' 'Over - Area U- Interior Exterior hang/ (sf) _____ Value ______ SHGC ______ Shading _______________ Shading Fins 16.0 0.400 0.530 Standard ______________ Standard ----- None 4.0 0.370 0.550 Standard Standard Yes 9.0 0.400 0.530 Standard Standard Yes 17.5 0.400 0.530 Standard Standard None 17.5 0.400 0.530 Standard Standard None 16.0 0.570 0.670 Standard Standard* None 18.0 0.400 0.530 Standard Standard None 40.0 0.400 0.530 Standard Standard Yes 30.0 0.400 0.530 Standard Standard Yes ' _ RAW ~ �~` Tank Minimum ' SLAB SURFACES � _�___________ Thermostat Area Efficiency Slab Type (sf) R -value _ _____________-_ Manual ' Standard Slab 1529 ____________ COMPLIANCE: RESIDENTIAL HVAC SYSTEMS- Page 2 CF -1R ^ InA R ___ ____________ ^ 0 800 AFUE ` _______ ^ R-4 2 _________ No ================================================================= �r 10.00 SEER Attic R-4.2 No No ......... MALAMAR #15' Date..01/04/80 07:37:09 -AS5 QQQj v5.10 File-HALL1 Wth-CTZ11S92 Program -FOR' CF -1R | n' User#-MP1829 User -Endeavor Homes Run-MALCOLM HALL � _________________________________________________________________ ' . FENESTRATION ' � ____________ ` Over- ' . Area U- Interior Exterior. hang/ ."Orient Non (sf) Value SHGC Shading Shading Fins Right (E) 17.0 0.500 0.650 Standard Standard Yes SEW ght (E) 34.8 0.400 0.530 Standard Standard None Left (NW) 6.8 0.370 0.550 Standard Standard None 01 Back (NE) 6.8 0.370 0.550 Standard Standard None ' _ RAW ~ �~` Tank Minimum ' SLAB SURFACES � _�___________ Thermostat Area Efficiency Slab Type (sf) R -value _ _____________-_ Manual ' Standard Slab 1529 ____________ ___________________ ______ -------- ` HVAC SYSTEMS- ��� ---------- - � � ' _ RAW ~ �~` Tank Minimum Duct Duct Tested Duct ACCA Thermostat LXp e Efficiency Location R -value Leakage Manual D Type ____________ ___________________ ______ -------- >WateryHeater to meet minimum CEC Standards '1101 ^ InA R ___ ____________ ^ 0 800 AFUE ____________ Attic � _______ ^ R-4 2 _________ No _________ No _______ Setback �r 10.00 SEER Attic R-4.2 No No Setback ' _ RAW ~ �~` Tank External Size WATER HEATING SYSTEMS . _____________ 1,0 / ' Number in Energy Heater Type Distribution Type System Factor ____________ ___________________ ______ -------- >WateryHeater to meet minimum CEC Standards '1101 ^ REMARKS ~.`,. ' _ RAW ~ �~` Tank External Size Insulation (gal) ______ R -value __________ . ^ MCA OF COMPLIANCE: RESIDENTIAL � ' Page 3 CF -1R . . =================================================================== tle. . . . . . .. . . M- LAMAR #15 ^ Date. .01/04/80 07:37:09 ICROPAS5 v5.10 File-HALL1 Wth-CTZ11S92 Program -FORM CF -1R | r ' � � � - ` User#-MP1829 User -Endeavor Homeh Run-MALCOLM HALL _________________________________________________________________ , -^vwy P A.. COMPLIANCE STATEMENT -. "' . ' cate of compliance lists the building features and performance aspeck ns needed to comply with Title -24, Parts 1 and 6 of the Codeof Regulations, and the administrative regulations to ent"them. This -certificate has been signed by the individual with ign responsibility, When this certificate of compliance is r a single building plan to be built in multiple orientations, ding feature that is varied is indicated in the Special Features Assumptions section. ' � 'DESIGNER or OWNER ' ' DOCUMENTATION AUTHOR � �.� MALCOLM HALL swOMALAMAR CONST . ./ � � ^ ~.. ~~' 4.^" � ",,,,ENFORCEMENT AGQNCY Name..,. Barry Rubanoff Company: Endeavor Homes Address. P.O. Box 1947 Oroville, CA 95965 Phone... 530-534-0300 � Signed .. Vol. t. 4' 1EASURES 14 CHECKLIST: RESIDENTIAL Page. 4 MF -IR P;ro�ecWT•itle.......... _. MALAMAR #1.5 Date..��i/��4/8�� 07:37:09,, PY,object Address....... , LOT 41A ROSEMEL COURT tt -------------------•----.-;--_- '} OROVIL_LE, CA. 95966 *v5.10* DOCU imentation Author... Barry Rubanoff Building Permit -1 ,. Endeavor Homes Wr 1«�.r P.O. Box 1947 ! Plan Check / Date Orovi.11e, CA 95965 t, "r 530-534-0300 1 F=ield Check:/ Date , Climate `Zone....... , ... 11. --_-__.------_.---_.--____-- „Comp.l'iance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. It_ 7 JM.ICROPAS5 v5.10 File-HALL1 Wth-CTZ11S92 Program -FORM MF -1R '' User#-MP1829 User -Endeavor Homes Run-MALCOLM HALL ' - -- ------------------------- - Note` Lo�•�r....ise residential buildings'subject to the Standards must contain these smea,sures iregardless of the compliance approach used. Items marked with an 4asterisk:(�) may be superseded by more stringent compliance requirements listed on`the ,Certi'ficate of Compliance. When this checklist is incorporated into the ',p2 mit,. d°oyuments the features noted shall be considered by all parties as mitnzmum,ycomponent performance specifications for the mandatory measures whether,...r^� IN s. . , they as re sh wn elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES .�• fix' F # ,:. g., . ,: Minimum R-19 ceiling insulation. .i��15.C�(b) e Loose fill insulation manufacturer's labeled R -Value. Design-- Enforce-- er ment Minimum R--13 wall insulation in wood framed malls or aegA a.lent U --value in metal frame walls (does not apply oto .exterior mass walls) . 4'''Minimum R -W raised floor insulation in framed floors. `'`'S1ab edge insulation - water absorption rate no greater �•th'an rU 'M water vapor transmission rate no greater than 2.0 =Kperm/ti nch . '1148 '-Insulation specified or installed meets CEC quality }standards. Indicate type and form. s. J.6�f-147':'Fenestration Products Exterior. Doors and Infi.l.tration/ *0exf'il,tration controls owl Doors 'and windows between conditioned and unconditioned I ". _ ^-- spices designed to limit air leak:age,. Fenestration products (except field fabricated) have fr. , ax label1with certified U --value, certified solar Feat , ..Eoef�f�icient, and infiltration certification. gain ter,ior doors and windows weatherstrippedl all joints 1 yw ';penetrations caulked and sealed. =)`."Vapor barriers mandatory in Climate Zones 14 and 16 Special infiltration barrier installed TSec0151. meets Commission quality standards. KYQAW elk Installation of Fireplaces, Decorative -t ,�r;;3and,was ' Logs ,3illo: Masonry 'and factory --built fireplaces have: i.c.f iz. = 7 to comply with Gas Appliances _X ;MANDATORY"MEASURES CHECKLIST:'RESIDENTIAL Page MF- 11-1 - fa4o'.-`_... +.l'..:e.•r.cta `QtYNT_ ictFl.e.n o o . n . .MALAMAR #15 Date. .01/04/80 07:37:09 �I:r MICROPAS5 v5n10 File-HALL1 Wth-CTZ1092 Program -FORM MF -1R r,4. ,? User# -MP 189 User -Endeavor Home Run-hIALGOLM HALL ,gal Closeable metal 'or glass door �r w"""0 06tside air intake with damper and control t .x.y'�< •(. +;. ;fi• "c ;•Flue damper and control ..N ot:conti.nuous burning gas pilots allowed. 'sc 'SPACE CONDITIONING WATER HEATING AND PLUMBING SYSTEM MEASURES } i-- — -------------------------------•-------- >�u�'f<',, ------Design- Enforce- er ment 113 HVAC equipment, water heaters, showerheads and rfia.ucets°certifi:ed by the Commission. :15n�(h�IV QLHpating and/or cooling loads calculated :in accordance ''wvithWASHRAE, SMACNA or ACOA. 'Setback: thermostat on all applicable heating and/or cool Mg .,systems n 15r7`(J') Fipe, and Tank: insulation ,; ,�1 `Y' Storage"gas water heaters rated with an Energy Factor of rt �le'-'':than 0.58 must be externally wrapped with insulation having an installedthermal resistance of R-12 or greater. ,r;•��` � `•'Ffrsk& feet of pipes closest to water heater tank, non- recirculati.ngg systems, ' i.nsulated (R-4 or greater). ack:-up tangs for solar systems, unfired storage tanks, or 11,011; -her indirect Hot water tanks have R-12 external a"j''Q70nsulation or R--16 combined internal/external insulation. Al,.l ,buried or exposed piping insulated in recirculating ,sect ions of hot water system. %W01_1 ap.l.•ing system piping below 55 degrees insulated. wP.i•ping insulated between heating source and indirect Y# , _.hot' water tank. -� l�r(m) e;'Ducts and Fans 4 '1 V14duets and plenums constructed, installed, in - •'•x k ul'a,ted, fastened, and sealed to comply with the ICBG � ? 15',97; UMC sections 601. and 603; ducts insulated to a W�;�,`mi'nimum installed R-4.2 or ducts enclosed entirely i-`th'in conditioned space, Openings shall be sealed "'OrVi�r+rith mastic, tape,' aerosol sealant or other duct closure ,8ystem that � eets the applicable requirements of UL •181 , 1�81A, or ULISIB and other applicable specified tests fr r"longevity given in Sec. 150(m)n fan systems have back:draft- or automatic dampers. MAT�rGrgvity ventilating systems serving conditioned space have kz, 'e.it ,Per automatic or readily accessible, manually 4 04]�erated dampers. A Pool',and Spa Heating Systems and Equipment (System is certified with 78% thermal efficiency, on-off y 100..switch, weatherproof operating instructions, no electric t;.�Y `. resistance heating and no pilot light. FSy.stem is installed with. -UAW n At least 36 inches of pipe between filter and beater *r.,i.,,,„ —for future solar heating.. '� •...ph4}i ��2'�f�✓ •. # . ti ' . � r-tt .: } I ('�# i .. ', r .; r trk. j' ' . - ! ,i MANDATORY�MEASURES CHECI,"LIST. RESIDENTIAL Page 6 MF -1R - ---- ------------------------------------__-----......---..-_ -_ _ Pyrolect iTftIe.......... MALAMAR 1*15 Date..01/U4/8O 07:37: 9 �6:4'MI;CROP AS5 -v5.10 F Ie-HALL1 Wth-C"I"Z11.S9' Program -FORM MF-1Ft max}# User#-MP 18^-9 User -Endeavor . Homes Run-MALCOLM HALL ------------------------------------------------------------------ ,t b "Cover for outdoor pools or outdoor spas. r {' Poolinlets and a circulation system has directional I.F �' , 1}ti .' •5 n__) _.,4� ';t." 1pump,>,time switch. i red central furnaces, pool heaters, spa heaters or Hj :.jiiousehol'd cooking appliances have no continuously burning A'`p.i'lottlfight (Exception- Non -electrical cooking appliances wr :h3pi'•lot 150 Btu/hr) . L I GHT I NG MEASURES Design- Enforce- _� e r tree n t �l rrf(,•t)-1:'*WUuminaires for general lighting in kitchens shall fir xhka, lamps with an efficacy of 4Cr lumens/watt or greater a, forgeneral lighting in kitchens. This general lighting �~ sha111 b+e controlled by a switch• on a readily accessible "+liiyhtingcontrol panel at an entrance to the kitchen. * Rooms with a shocker or'bathtub:must either have at gni 41'east-.oneluminaire with lamps with an efficacy of 4(--) xl rmen's/watt or grea l e sr•ritched at the entrance to the a'Froom�10'r1�1one' of the alternatives to this requirement � alTlowed-' in Sec. 150(k:)' .9 and recessed cei.).ing fi::tures pare IC45(insu.lation cover) approved. r � HT1 y � T •stir ,;-r -t!. " ,r s ====================================================== MICROPAS5 ENERGY USE SUMMARY = ' ______________L_____________ COMPUTERnMETHOD SUMMARY Use Standard Proposed = Compliance = u. -yr) Design Design Margin = � _----------------------- __________ ace Heating.......... 21~05 20.90 Endeavor Homes QrjsiSpace Cooling.......... 14.96 P.D. Box 1947 Plan Check / Date ter Heating.;........ Oroville, CA 95965 15.56 0.60 = 530-534-0300 1 Field Check/ Date CV late7 Total 51.57 1998 Standards by Enercomp, Inc. --------------------------------------------------------------- ====================================================== MICROPAS5 ENERGY USE SUMMARY = ' ______________L_____________ Use Standard Proposed = Compliance = u. -yr) Design Design Margin = � _----------------------- __________ ace Heating.......... 21~05 20.90 0.15 = QrjsiSpace Cooling.......... 14.96 14.16 0.80 = ter Heating.;........ 15.56 15.56 0.60 = . Total 51.57 50.62 0.95 = Building complies with Computer Performance *** = GENERAL INFORMATION ___________________ Conditioned Floor Area..... Building Type.............. Construction Type ....,.... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1529 sf Single Family Detached New Front Facing 180 deg (S) 1 ReducedYear Slab On Grade 1 14441 cf 1529 sf. 1,5.3 % of floor area 0.42Btu/hr-sf-F 0.55 9.4 ft abEdge 124 SlabEdge 32 labEdoe 47 - COMeUTGARTYOD ' Page 8 C -2R � 185 0.088 13 180 90 Yes W.13.2X4.16 ' Wa. DD, ' 180 MAL AMAR #15 Date..01/04/80 07:37:09 No W.13.2X4.16 Left (W) owlA 336 0.088 13 le-HALL1 Wth-CTZ11S92 Program -FORM C -2R | 'W.13.2X4.16 User -Endeavor Homes Run-MALCOLM HALL � 13 270 90 No W.13.2X4.16 _ ___-____-_____________________________________________________ . 308 0.088 13 � 90 Yes W.13.2X4.16 ' -wavy 459 BUILDING ZONE INFORMATION 13 90 90 Yes 'W.13.2X4.16 ` 15 Floor # of Vent Vent Air Yes Area Volume Dwell Cond- Thermostat Height Area Leakage AVIV& (sf) (cf) Units itioned Type (ft) (sf) Credit ell I_ 'sm 1049 0.038 - - MOUSENAX n/a 0 Yes R.30.2X4.24 ' 1529 14441 1.00 Yes Setback 2.0*Standard No 180 14 Yes R.30.2X4.24 Attic NNW 20 OPAQUE SURFACESSAW ' 90 Yes None ENTRY DOOR 18 0.330 0 180 90 ' Area U- Insul Act Solar Form 3 Location/ - (sf) value R-val Azm Tilt Gains Reference Comments . ______ _____ _____ ___ ____ _____ ____________ ___ _____________ abEdge 124 SlabEdge 32 labEdoe 47 - � 185 0.088 13 180 90 Yes W.13.2X4.16 ' Wa. DD, ' 180 0.088 13 180 90 No W.13.2X4.16 Left (W) owlA 336 0.088 13 270 90 Yes 'W.13.2X4.16 SO AI A . 127 0.088 13 270 90 No W.13.2X4.16 . 308 0.088 13 0 90 Yes W.13.2X4.16 ' -wavy 459 0.088 13 90 90 Yes 'W.13.2X4.16 15 0.088 13 315 90 Yes W.13.2X4.16 15 0.088 13 45 .90 Yes W.13.2X4.16 'sm 1049 0.038 30 n/a 0 Yes R.30.2X4.24 Attic 480 0.038 30 180 14 Yes R.30.2X4.24 Attic NNW 20 0.330'0 180 90 Yes None ENTRY DOOR 18 0.330 0 180 90 No None TO GARAGE PERIMETER LOSSES ' ------------------ _______________Length Length F2 Ins' l Solar e (ft) Factor R-va.l Gains Location/Amments ____ ______ ________ _______ _____ ______________________ t,77=7-7 - -- -- abEdge 124 SlabEdge 32 labEdoe 47 - ridowel Front (S)' 'Of Front (S) 1 ow Front (S) 840"Lef (W) �ow Left (W) owlA (W) _Left �. . 0.760 R-0 No. TO OUTSIDE) 0.510 R-0 No TO GARAGE 0.510 R-0 No TO PORCH / FENESTRATION SURFACES _____________________ Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC - 16.0 0.400 0.530180 90 Standird/0.76 St.ndard/0.68 4.0 0.370 0.550 180 90 Standard/0.76 Standard/0.68 9.0 0.400 0.530 180 90 Standard/0.76 Standard/6.68 17.5 0.400V.530 270 90 Standard/0.76 Standard/0.68 17.5 0.400 0.530 270 90 Standard/0.76 Standard/0.68 16.00.570 0.670 270 90 Standard/0.76 Standard/0.68 t A'�A.t.r •r(�F.a''Tj-',f^ `'F1�istY4- .. likIr COMPOMERI METHOD SUMMARY-21:1Page 9 C fP.ro�.ect Title.......... MALAMAR #15 Date..01/04/80 07e37s09 IM -4-,,; v5.10 File-HALL1 Wth-CTZ1.1S92 Program -FORM C -2R I `.I'l"r, User#k-MP18�'9 User -Endeavor Homes Run-MALCOLM HALL ' ed, , .%i .� +.I..,f +lprY.'�'+. •. ---___----.-_____----__-----'-_. _.-.- 'J yea L ,A IP•�,t: FENESTRATION SURFACES y Area U- Act Exterior Shade Interior ShadeOri1'e.ntat,ion• (sf) Value SHGC Azm'Tilt Type/SHGC Type/SHGC WAS&f `Back: (N), 18.0 0.400 0.530 0 90 Standard/0.76 Standard/0.68 ,8!;Door�1 zy. ,Back: (N) 40.0 0.400 0.530 0 90 Standard/0.76 Standard/0.68 y,.9 W: L.ndor=)' Back (N) 30.0 0.400 q.530 0 90 Standard/0.76 Standard/0.68 ;Right (E) 17.0 0.500 0.650 90 90 Standard/0e76 Standard/0.68 `Right (E) 34.8 0.400 0.530 90 90 Standard/0.76 Standard/0.68 12 �Wiindot,,.'• .Left (NW) 6.8 0.370 0.550 315 90 Standard/0.76 Standard/0.68 ;1� (Wi'nd,our� Back: (NE) 6.8 0.370 0.550 45 90 Standard/0.76 gtandard/0.68 .P,, ; , {, OVERHANGS AND SIDE FINS } _ ----------------------- Ins.----Window--------- Overhang ----- -----Left Fin...--'-- ----Right Fin-- � 4 Area Left Rght Surfaced ri s (sf) Wdth Hgth Dpth Hght Emt Ext E::t Dpth Hght Ext Dpth Hght ��;�? W ndot+rt '; 4.0 1.0 4.0 8.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a '�s`# �ttWin9.0 3,0 3.0 2.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a' `8 DooriI'.11. ' 40.0 6.0 6.67 12.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a i9 Windor,i; � ' 30.0 5.0 6.0 12.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a ki:UDoorY= 17.0 2.5 6.67 18.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a <'� ,, •'" SLAB SURFACES -------------- x Area Slab Type (sf) HOUSE Y �r Standard Slab 1529 , HVAC SYSTEMS ------------- 5; >:',>, Minimum Duct Duct Tested Duct ACCA Duct Sjrst�m TypeEfficiency Location R -value Leakage Manual D Eff ..; ,. . `HOUSE ` 7.Furn ce,. !. 0.800 AFUE Attic R-4.2 No No 0.737 ACSp'hi 10.00 SEER Attic R-4.2 No No 0.645 ` t W 11 ZIP ER9ME«THUD SUMMARY v�-y.' .' Page 1�� C—�?F't t4Y� y. - ``•R -Sp (�`'. - ----------------------------------------- tI"Tai'tIe,.......... MALAMAR #15 Date. ,c-ii/(M•/Sig 07:17oc:�9 .:I ,. ---------------- - - - - -- --- --- - - _.....-- ,'}-MICROPASS v5.10 Pile-HALL1 Wth-CTZIIS9 Program -FORM -C -2'R ' Userfr-MP 1,829 User -Endeavor Homes Run-MALCOL.M HALL ' ----=----------------------------•--- 3i";,; -- ------ --------- "+ ' WATER HEATING SYSTEMS ----------- NUmber Tank: External. Energy Size Insulation fTY,Pe!' Heater Type Distribution.Type System Factor (gal) R --value ,Heater to meet minimum CEC Standards r�uu, Area................. Volume..................... Front Orientation.......... Sizing Location............ Latitude�................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range............... Interior Shading Used...... �'���� .���^�� ..��� c:^�,�or onauzng useo...... - Overhang Shading Used...... Latent Load Fraction....... ^' HEATING AND COOLING .... Io07 �, 14441 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70F 104 F 78 F 37 F Yes No Yes 0.20 LOAD SUMMARY ^��`~, ________________________________ y ^ escription _________________________________ que Conduction and Solar...... lazing Conduction............... lazing Solar.................... ;nPlInfiltration Internal Gain.................... ucts.....................'.^,,,,,, � � I "ilSensible Load.................... � . �' ^ Latent Load' .' ''' '' ''''' '' ''' '' '' Heating (Bt uh) 180 deg (S) Cooling (Btuh) 13983 6202 Page 11 HVAC 2528 n/a 5729 ================================================================= ......... MALAMAR #15 Date..01/04/80 07:37:09 s'....... LOT #1AROSEMEL COURT ******* --------------------- OROVILLE, CA. 95966 *v5.10* i � Author... Barry Rubanoff ******* | BuildingPermit # | . Endeavor Homes P.O. Box 1947 | Plan Check / Date | Oroville, CA 95965 � ) 530-534-0300 1 Field Check/ Date | ma ne ......... 11 --------------------- omp hod...... MICROPAS5 v5.10 foe 1998 Standards by Enercomp, Inc. = ================================================================= - AS5 v5.10 File-HALL1 Wth7CTZ11S92 Program -HVAC SIZING � VUser#-MP1829 User -Endeavor Homes Run-MALCOLM HALL � _______________________________________________________________ � ' GENERAL INFORMATION . . --- ___________________ -� r�uu, Area................. Volume..................... Front Orientation.......... Sizing Location............ Latitude�................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range............... Interior Shading Used...... �'���� .���^�� ..��� c:^�,�or onauzng useo...... - Overhang Shading Used...... Latent Load Fraction....... ^' HEATING AND COOLING .... Io07 �, 14441 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70F 104 F 78 F 37 F Yes No Yes 0.20 LOAD SUMMARY ^��`~, ________________________________ y ^ escription _________________________________ que Conduction and Solar...... lazing Conduction............... lazing Solar.................... ;nPlInfiltration Internal Gain.................... ucts.....................'.^,,,,,, � � I "ilSensible Load.................... � . �' ^ Latent Load' .' ''' '' ''''' '' ''' '' '' Heating (Bt uh) 180 deg (S) Cooling (Btuh) 13983 6202 3889 2528 n/a 5729 8214 3372 n/a 2100 2609 1993 28694 21924 n/a 4.385 _ Minimum Total Load 28694 26309 TWIN t oqds shown are only one of the criteria affecting equipment. Other relevant design factors such ts, outside air, outdoor design temperatures, ty of equipment, oversizing safety margin, etc., � d. It is the HVAC designer's responsibility to -,... the selection as air flow coil sizing, must also be consider all ,34 . . . ' iWAblij ' ' Page 12 .HVAC .......... MALAMAR #15' Date..01/04/80 07:37:09 ================================================================== `� PAS5 v5.10 File-HALL1 Wth-CTZ11S92 Program-HYAC SIZING | User#-MP1829 User -Endeavor -Homes 29 Run-MALCOLM HALL | . --------------------------------- --------------------------------_ en selecting the HVAC equipment. . ' ` ` - ` . ` . / . ' ` ' '- - ` ' ' . . , ` 4 ,'gym qV` ° •iwa 1/4 X.4'9M5.w//'o D FLATS WAe/I R jI NEO/-RENE /N'EQr 5PACE /2•% O O.Oo, •Op ° ° L. 00 - c AL - '2 L 2 I6 CONT/NUOU A[((//M. �Gn �NANNEL W/,re 7rj O C I OPR/veT3 L°/ I/-/. rOP d Opr•TOM 7-0 ROOP /-ANEL TON 60TTOM TRACK ORAL GEAR FIRMLY ON MULLION SECT/ON PR/OR TO /.V977ALLAF/O./ OP FASTENERS HILL SEED 14' C7 9. Ex/-rµ/9/ON N•/CHOR9 60 0 90MPH W/NO. 516' ANCHORS ®1/O M/ -H W/Nd LOOATE /-A/•/CHOR OI4° EA - BOE QF MULL/0, *Se VCT-' 0l4 BANE A9 TOP TRACJc TOl /yuLL /ON f BOTTOM TR.o.Ok 0PLlCC• 7-p CE B MIN/ML/M PROM vfS MULL/ON �.1/94r/o COVER 'see owG.FR-2c r. SCREWS EA �IOE T'C7 MULL/O c O' °• ENCLOSURE END ELEVAT/O/./ FULL HE/ONT MALE SEE Oe -T.( SOL//ghn/EL FULL HEIaHr 22 �6n��POP'R/ R G TC K'SC:REv C 46°•� , rYN/GAL MALE' FEMALE TO NANaL SOL/Of L NE/e lG•INEL FUL I6n6 uP0/•''R/JET OR sG'TEKn SCREW e R7 /PANEL E X/ST/NO STRUCTURE SSE GENERAL NOTE y -I FOR RE. U/REO OPEN PAT/O CO./ER AREA �. FR -2g SEE O".O FR -2C 9 O p` I o.•JE o,•-- nve=E S/DEO _ hltY� 6/:CL03E0 WrrH I T =OLIO PANELS (NGV-P/hb)� /7 II U p h'u O6TO � / i =ULL NAL ! E•NlJ'NALL GG•,R� FULL N6/pHTI G'NIN. F , N• O Q I SOL!0 vJALL /'� / • /' /' Q PANEL I:'"MA: E ' / j O �i / C � I LOCAY/Oh.'9 _ •/ O ,0 IOO°JO S`26e/04, 1 IL I STANOARO NULL/O+.I A STD BOTTOM O /G SECT/ON, 78' M4X. 2 :SPACING SEE 7'AOLe9 ��( VARY TVUIOWO,FR-QO.I m0 O T N/N/NU,•4 MAXrM U/-/ 4.--AJo TH /-L'R lZL�C06N/ZED F 7-/O COVER =:C60 B.S• Vff) RT - ENCL OSUR_C FRONT ELE�/AT/O/J T fly/CAL -ENCLOSURE FLOOR I -LAN FULL HE/6HT FULL HE/OI/T L •rrnl MALE SEE OE7'© FEMALE SEE DET. )t-aRL/O, L• -IO PA/VEL -L HC/OHr FOLIO NA/VML FULL HE/6+Nr W/NOo C w/Noow 00-m O PB(r�.[�[,(A�Kd 96r LJ °t C'. x•l'J L° Tore BOTTOM /j4"Y hfAX. GEYWeeN n l =OLIOCO— F1/•/EL ABOVE 05a"W WINCOW 1' • r • • 7 A9 C OET l5 EX/ST OR NEW GONG. SLAB /A/ L •,••,•••.+ C ' ` 7'Y/" -ICAC MALE T rO I=EMAL.E 6000 CONO/T/OV 4/9E 8'../2n 24'`. WJL' Rs PANEL OCCURS ... .•. L /J4-1. WHERE JAMS OCCURS TH/CKENEO SLA6 Eo6E C //O 1.1PH WIND YG'OS°�OP"R/VET cw, Ir !TEK SCREWS Ir, TYPICAL MALE 7-OF12MALE/°"/':•O6Q'W� (!!/'1'6 /I¢°� ANCM7RS \�\[\C\,,�� !� �4"c• O�O'�ANCHORS E/JCL0SE•O QAT/O. COVER dd PPR/JET OR G °TEK' 976'/o MAX. - ScgeW 2¢'•/ TYr9 MALE 70 FEMALE EA. 9/oe E FULL M: pEMAL-- SEE OE7".( 1 •FULL HE/OHT' 97ANOAR�� H' SEE OE T. (-� . _ .. BELOW W/NDow YCREA. SIDE ENCLOSURE END ELEVAT/O/./ FULL HE/ONT MALE SEE Oe -T.( SOL//ghn/EL FULL HEIaHr 22 �6n��POP'R/ R G TC K'SC:REv C 46°•� , rYN/GAL MALE' FEMALE TO NANaL SOL/Of L NE/e lG•INEL FUL I6n6 uP0/•''R/JET OR sG'TEKn SCREW e R7 /PANEL E X/ST/NO STRUCTURE SSE GENERAL NOTE y -I FOR RE. U/REO OPEN PAT/O CO./ER AREA �. FR -2g SEE O".O FR -2C 9 O p` I o.•JE o,•-- nve=E S/DEO _ hltY� 6/:CL03E0 WrrH I T =OLIO PANELS (NGV-P/hb)� /7 II U p h'u O6TO � / i =ULL NAL ! E•NlJ'NALL GG•,R� FULL N6/pHTI G'NIN. F , N• O Q I SOL!0 vJALL /'� / • /' /' Q PANEL I:'"MA: E ' / j O �i / C � I LOCAY/Oh.'9 _ •/ O ,0 IOO°JO S`26e/04, 1 IL I STANOARO NULL/O+.I A STD BOTTOM O /G SECT/ON, 78' M4X. 2 :SPACING SEE 7'AOLe9 ��( VARY TVUIOWO,FR-QO.I m0 O T N/N/NU,•4 MAXrM U/-/ 4.--AJo TH /-L'R lZL�C06N/ZED F 7-/O COVER =:C60 B.S• Vff) RT - ENCL OSUR_C FRONT ELE�/AT/O/J T fly/CAL -ENCLOSURE FLOOR I -LAN FULL HE/6HT FULL HE/OI/T L •rrnl MALE SEE OE7'© FEMALE SEE DET. )t-aRL/O, L• -IO PA/VEL -L HC/OHr FOLIO NA/VML FULL HE/6+Nr W/NOo C w/Noow 00-m O PB(r�.[�[,(A�Kd 96r LJ °t C'. x•l'J L° Tore BOTTOM /j4"Y hfAX. GEYWeeN n l =OLIOCO— F1/•/EL ABOVE 05a"W WINCOW Ti' i-/cAL O CORNER L'XTRu9/ON • �6°Ff3d•R/�, .ET -OR ,r -A STEJ./ER GAME r/8'�°PON°R/VET OR 'G TE K' SCREW a 24'•% souo .� Nwa W'Mo_v .p SOLID NANEL / '� 'G°TEK" '-� SeLE A9 C OET l5 WHERE JANE OCCUR 9 FULL HE/OHT i C 7'Y/" -ICAC MALE T rO I=EMAL.E _ 11/B'uP0 n° R/vET OR ^G •TEK 6C RE W L'p' 24'`. WJL' Rs PANEL OCCURS �y L /J4-1. WHERE JAMS OCCURS YG'OS°�OP"R/VET cw, Ir !TEK SCREWS Ir, TYPICAL MALE 7-OF12MALE/°"/':•O6Q'W� S`aLW . c rH o \�\[\C\,,�� EEE/•+/ FGF. OCCURS - AL7EJj�iwiTES - -- W/NOOW- PANEL MULL/O/J n ,51-50, 976'/o MAX. 'EX/ST1NC5 STRUCTURE SEED FOR v ALTERNATES F'AIJEL—l`�ANEL MULL/ON lD SOL/O PANEL K%NDOWBELOW / PANEL FULL He/mH7- HEIOHr STANDAR06N' j/ \ lWINOOW • SEE OErO SOLID NANEL / '� WINDOW JAMO m w/NOO W OPE�/NO SEE FULL HE/OHT i OETIrw\ _ 11/B'uP0 n° R/vET OR ^G •TEK 6C RE W L'p' / `J R /VET OR AG .1.11SCREW 46",,TYP EACH SIOE L /J4-1. WHERE JAMS OCCURS ANO 24'•a WHERE PANEL EEE/•+/ FGF. OCCURS - AL7EJj�iwiTES - -- W/NOOW- PANEL MULL/O/J n ,51-50, d PoP" R /V6'T OR 'EX/ST1NC5 STRUCTURE E W9 G Te., - 1 16' YCREA. SIDE 00A 15 HEAD /4 E W 9 S 6CR_wCAULK L° 13/ SIGN 'OC q oL/e w00O � .OSG' 0 � Erre R/o v IS 7. B•1GK/N6/ ,/00 � •/' 'n /, % HOLLOW WALL E>Wi,N9/ON ArvLHOR9 FULL /NOOW JAMB X46' °/° C� CONC. OIy EIGHT FL UTeO 3.37'•) a4°/ MAX. T Y(�ICAL C ORh/ER . nD "/4 4'sMs. c:/2/ 0,1414 X., MA90 RY WA -L. 05. SOL/O PL ANE WINDOW JAMB N W/NOOW �6°� °POP"R/VET 0V WINDOW OMEN/NO PES/NO SEE s(o^TEK°SCREW C• M 9e� FLY; /rJ, 9Ee DET.(i1 OET1Gl 2¢' .WHERE JAM6 FULL HEIGHT �6' +°POF'R/vE-r ?¢° NAX A LTEJi/°//.T-E9 //6'�'l'�-W'RIVE7' o,,ZOr -r--K `J OCCURS ANO Q¢'•% �/ d.;�i�'�� /O OR G'TEK° SCREW SCREWSeEA, ENO 0 e- 24/9 MAIC, SEEA FOR WHERE PANEL //B Ad+POP"RIVET r-�/ v/ L°TDr°COTTOM, O=T.WEEN .'TYP. EA. 91CL ALT OATE� OCCUR 9,TYP/CAL Cj;;F n /7 C548'i'. BE:TwEEN FOR PO2T/ONS WINDOW JAle 7D Mf•9L.E+JFEMgLE EACH SIDE C° TEK'SCREW NOT SNOVJN SEE AQ C rOP BOTTOM $ TYPICAL EA. SIDE W(NOOW- w(Np01�/ W/N��w_-w�Np0 G4-6a'Y. BETWEEN ATTACHMENT TO/� �' /-'- - - .,� /� SLAG SAME ASL M/tiTEO .N MULLION STAND'ARO H ML/LLION G tnJ E�1ay WEATHER SEAL DOOR JAMF1 /JC•j --% NON 6EARlNO � TDI- TRACK \"l 2.0R K �� 7•Yr •167' 4 -1 ° ./67' m JAM6 � �.'JO'r .00Ct• r - N e - N ✓n' O "055 .O_C' .O- C C =9h r TYN r, O r .05U r _S .00" TYP, v. 050' rYr� 2.OD 2.On S/LL NAE O f BEsiRINO SYSTL✓M TO/- TRACK 'BOTTOM TRACk 5 Wll./OOVJ PARTS �STfiNDARL7aN� 5004 -Hb-r. ALU•N O •. :.'-• .75 /x.39" Cl/r J SNAP O .055- T Y?11 055"TY/^ SEF. I/2 875' cR TOP TRACK 055° ��y+�¢ C''CHAS E•'H � 4EAR%h'/C SYSTEM cHsiSE— H �O SNA/" CA/�S r NE/6N7- O'x .+ITH/CK ALUM. TI/bE SLID FULL HE/6 NT 'FE/•.-JALE "H'/�El1O OXEO , 6L/{�/NCy FULL {/E/C-NT OR STAN� O J/FASTENSR.3 T 50 x9 a FEMAL F H "Pest .050° °H"/SER / 'TYI�ICALOA 4 571. Lp1'v; o I.O. HEAD 8� 9/LL A1L1AI'�Tp,Q osor T �.57C. JAMB ADAPTOR 2300 SER/ES �.9/�TOFZS \a"J FULL HEIGHT BAY o H' PER( oL/O/Np W/NOOW FULL NE/,s, SOL/O PANEL OR ' CHAS ” FA 57�'NE FIX --o GLAZ/Np � /�'` TY/'/CAL TLIEE \\H" MULLION FULL HE/6(�T hIALF 1�ER / pR SL/O/NY' W/N001J, FULL HE/6N7- SOL/0 /--ANEL OR °N" /211 W/OE MAX STsWOARO . FIX --4) GLAZ/NG ERO /MUM SOLID PANEL , TY/-Y/ SYSTEMU� ^o OLIO PANEL OR I-- /XEO GLA-2/.VG FL/" H,E/GH7- FASTENS E+/EQS ¢ a011% MALOH' 0 3O' %o :AL PER / TY/ -/CAL 43,s97' 'H' MULL/O/ / 16 TfZ//SLE .H_-MULL/ONS j 7 � CHASE ��H" MLJLLIO/./ 1rJ I6YY' I'Q/' R IVE7'S Tol'-, aOTTOM GLAZ 1NG l M/O NE/GL1T SEE GENEAAC � NOTES JJJ III F/XEO GLAZ/NO . HEIGHT LION F/XE0 GLAZ//JG MULLION 18 GE1-✓E,4AL NOTES 0 SL"EC//—/CAi/ONS /. 7N/9 FAT/O COVER V; .6NCLOSURE. .S -S c -M IS LIt- 17-20 TO RECkEi4T/ON ANO OUi000R L/V/Np PURPOSES AND IS NOT 7-0 B= USED AS q CAR/°pAT, GABA 6E,OR NAB/TABLE ROOM. -. rJ. 7-H/9 ENCLOSURE SYST _'M /5 TO ea /NTf. LLiO U/.�OER THE r�AT/O COVER SHOWN ON SHEET FR-�iC, TC BO Ev�ALUA7-/ON S;SR.//CE /NC. Ft,EPCIZT NO, 9/9o/- 3. SES/6`N LCNDS: SEE TABLES FOR OEs/O/.l LgAD9. (OAAw'lNO FR-Qg,l) 4. FASTENERS:°/'gJP`Iz/VETS, S7-/OW.V SHALL Be 5050 ALUMINUM r'/VET W/7 -H CAR6014 STEEL /'-LATEO MANOR.EL 6Y7 -HE U.S-,N COP.- SHEFl ME7AL SCREWS SHALL eE SIZES 6H014V ANO BNALL 15" STAINLPSS S7 -SEL, UWr- /�LATEO, CAL-A.JIZED S7'2RL 0.2 �]p74-T¢ALUM/NUM WHERE THE TE/L-/ * FA9iENERn /6 USED ON THE ORAW1NQg 7-Al&y SHALL SE ./05 /NCH O/AMETER PO/- R/Ye 7S OR *Cc SHEET METAL SCAEWS, 5. ALL STA-LCTUR.cL COM/'OA/C- 7rS Oc Tt/IS ENCLOWAE Hy97 fl; {(EXC6r7 SI&Jo* PANELS) ARE OF ALLOY TEMPER roc,5-TG UNLESS S7-EC/FICA.LLr- Na78D OTHERWISE, . G. THE SOLIO WALL PANELS SHOWN SHALL COMPLY W17 -HA CU.u3ttNiLy RECOGN/ZED ZC00 EVALUAT/ON SERV/C.E //C, RG' O?% ALL EX74R,/OQ PORT/0N5 OF TNS SOL/C) WALL FAn/EL WHICH ARE SU6JECT TO WNTB¢ INTfYL/?/On` SHALL BE FULLY CAULKED. 7 TN OP N'I° AREA /OF THC LON0 7- &0 LBPT OMEN PER, Arf)5401X 5)--rr.-suro, L ANO ONE AOO/T/ONAL WALL SHALL BE A MINIMUM OF Cos PPJiCEhlT OP TNH AQ,,sA gCLOW A M1N1I-fUM OF -Co FEET 6 /NC HE9 OF EACH WALL, MEAS UR.EO FROM YHe F4.004, (�7` OPFJJ IS OEF/NEO AS INSECT REAOILY/3EMOVA.BLA TRNAS/-A77EAa7- G4 T/3Ati/9LUC�T /-LAS77C NT OMORE THAN //6 OF µ1 /NC/{ /N THICKNESS. SEE NOTE n6 BELOW FOA. OFTi0/31L GLAZIN&.(7CC Nore'S� 6. FORT/ONS OF THE WALL NOT REQU/REO TO 6E /-1LA6'T1d(SPW HOTc -7 ABOVE) MAY 6E GLASS THAT COMPL/E9 W?H CHA/,b TE/i 24- OF ]}/e._ UNIFORM BUILD/NG CODS. WHEN AN/"ROVED 0Y THC 51_/,I/JG OFF/G /AL, GLASS COMPLY/NG WITH CHAI"TER 24 OF THE COOS MAy L'o/. 97-/iL?HO FOR THE PLAOT/G /NO/GATED IN NOTE Q7, AS /-&gM/TTED BY SECTION 105 OF THE COO-' FOR EQU/r/ALENT OF CON97-AUCT/ON.�tE-'C 9, EACH FA7-10 'COVER ¢ GNCLOSLJAE SYSTEM SHALL HAVE PER MAN6NTLY AFF/xEO, AN /pFJJT/p/CATION TAG p///NG THE NAME 0 ^DOR®9O p< THE MANUFACTURER, OES/GN LQ.AO9, ANO LC.B.O. E.S. REPO.¢T NO. - /O THE BEAR./NG S`T-�EM MULL/ONS HAVE BEEN 0E9/ONeO PO4 LOAD COMB/NAT/ONS REQLJ/RED 6Y. (=NA/"TER, I& O< 7 -HE UNIFORM 6U/j 4pfj o C OOE . It. ALL ALUMINUM /N CONTACT W/THOISS/MILAR MATERIALS SHALL BE /-ROTECTEO PER UBC SECT/ON 2011.C-2, , NOTe HAS BEEN 0—rrSO /3, 7N19 NOTE NAS 6E6✓ ON+/T17.$O 14, EXPANS/ON ANCHORS SHALL Be ""AWL -STUD' AVC{JORS OR. EQU/VALENT Z. C B O EVALUAT/QV REI -0A -r /.a. 45/4. %4'0 ANCNOrjS Sr-NLL HAVe A MIN/MUM 7-E/;/9/ON VALUE (/N CONCRETE OF goo -FOU/J/0S . THE 516,195 ANCHORS SHALL .NAVE Af-f/"IMUM TENS/ON VALUE (114 CONCRE"/E) OF .400 NOUNOS_ ` IPJ. TEMPeaero GLA39 W/7N A 7H/CKNES9 NOT CXCBEO/NG ./125 /NG{ES /9 A RE{.OSN/2E0 ALTERNA7� Tb PLA977C- 1.10.1-CA77 C) 1,14 NOTE '"7• ALL TEMPEAZ&o GLASS SHALL CONFORnT 77D THE /¢sQU/KaMG' �7'S of CHAP7.OA 24- OP 77dE L/ -^C. SEF DWG. WIN -1 IbA. GLASS k/Wook/ A 9 sEJ.4 aLy. . OVERHANG M^X, PROJECT/ON SEE Tg9LES CN owe. NO FR -06.1 - see -mac L x /-AT/o'cor/E? f ' SYSTEMU� 1 �V1) I -p � i" SEE PAT/0 GY.�VER OW6 ii COLUMN ' / - FIG: SUPR:)Q7 WHEAL 00--L/As AT 7-7 /CAL CROSS SECT/ON 04E -JULY' 97 F-77 �aAWN OY r. [7iNNA owe. NO. Fit- 2B ej OF .6 iF> °4'� gge•e R ! °Iy #ytKg, "` �'•+r rsr e ��� p : °" a'O' �3 . urar •/".."'•'� r �° i� P -` �y�E§� i� ���jRbi m�l, � •° e ari��`= � 'Fa �''' j"4�% �-'y���:\ ;,`''. a% Goo �., •e w'"�-ii' y U1 w �a -A w •p �ia lP �w -1� L�yj( LOoUO�s� o c? �l 6�Um �3 oti`cD a �L a mr a we) A�p oAn k . 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L1 QQ� .i 0 m 0. ncnm 3 ,�'s 0, o ocnu� p D n awl 3 IC O 61 J J a v i J J 0 a x 4 i C �A/ \ d t i � 0 g o O L tlo n 0 .o o m rn J yy 0 O n o m m m-4 v 0 Iu o a Q 'c t o to o J !! 0 1 3 a r a8 a0 .D .0 . ui •9 o�ol1 I Iolo111 I-4I�IoI J.-jl�Ioj I *1 ��o� I m m 0 ?I ENC L OS �R� ABET HUILDBNG PRODUCTSm- 227 s Town Fim Blvd TX 73149 ICBO EVALUATION, SERVICE INC. REPORT tisrrnox vAt+cx °baa rrtc 6 ! ° �' SYSTEM TAL3l_ES P.O. Box 830163 Meswioe TX 75185-0163 TdThm= 214-2RS-U 1 F= 2144$82-8843A.► ° oe�l ssema� a e, �'� � � � � ion 3 r �i m m �7 0 D mp X OZ 0 0? L1 QQ� .i m 0. j 3 •c 0, o p D n 3 Z M n a b a g o 10 tlo 'wrn r a8 a0 .D .0 . ui •9 an �9 a9 Jr '�? nL m m 0 ?I ENC L OS �R� ABET HUILDBNG PRODUCTSm- 227 s Town Fim Blvd TX 73149 ICBO EVALUATION, SERVICE INC. REPORT tisrrnox vAt+cx °baa rrtc 6 ! ° �' SYSTEM TAL3l_ES P.O. Box 830163 Meswioe TX 75185-0163 TdThm= 214-2RS-U 1 F= 2144$82-8843A.► NO. 3190-P oe�l ssema� r� IH a � Nh.£lK �O YMG r'a[d1' VI' ^°•r ,d p I /1 / ALUM/N M jO,u,o CONr/NL.IOU9 30' '�• CHANNEL W �6�d y � POP/Q/VET$ Q/Bn•. } 'pby, TOP d BOTTOM TO ' ROOOPANEL SEE REM71Y� o� dv 6 4t r7e 69•�a. Vao aI/11, ART /S ° LONG or arms = ...0009-; 0 ALUM O ST 'H � G..ONNECTOR \a/ 1/4 41' SM9 -//10.0. FOR ALL./H9TALZ,4'rION5 WHG'RC POOT./A/G /S A3¢/1G,'G— CUB. OR llrno*� T 9-6EL WASH ' Elg5zo /2 �12° WARL =� ?'ne°,Es� ROOF /L '16 ETS VL /! 0. O . hR.OT=CTEO PeP, UBC 9EG7-/ON 20t/•G+•2. OO o O •E49 O O PANE0 S9 RLT TNLAEEL/N • O• O O „ AiFTEFOTEARAS9 CWO\T\HEEAM SC,eEW5 SHALL .I®N M/N/MUM SPEC/P/C G2AV/Ty �.'..��AC RN OF 0/4 IU O a Q Q SEE OET/1 �/ ;#1,4- xl g�Q WOOL 24 "MAX. H °COVNECTOR 7''O P09T ROLLFORM CHANNEL �ANGP�Q 5'CKEWS Q /2" / �MEA9U �PROJ C-" /N, O BEAM 9EFf/\•!�X..,�FROM PER pET/d.IOR (�\ :"/ E( h N°%14Z yd EY•P -,c �U-D \J $914' W000 SCREW S� A� a � STATE OF �P �+� Y`" K ' p •^ 6 K ' Ass � D / 9' S0. ALUM. 0 /Co l' %c MAX . EM BEO /3/¢" MINILAUM INTO �• POST SEE DET/ .9000 WOOD v INS 77ALL IN l/g"'/ L--,40' SCREWS C'/Co"�c � Ho EOREO WALL Q •1-0 FROST TO 3'/Sp 6EAM �i ��� (B—) \"l ATTACHMENT c=x/�T ART /S ° LONG or arms = ...0009-; 0 ALUM O ST 'H � G..ONNECTOR \a/ AT •S X7 S.T//JG SLA 5 T 000g -TG ALUM DOST °T// BRACKET 515 ALUM. .0. ^r' 1 2'/2"121/2 E 7GA. L STL STEEL PLATE Roo "I 53AAL LIM/NUM OK AST - G GRO G STEL OLLFORMED Posh BE -"M3 9°SQ. ALUM. POST 2-bI0°�M.O. �Tn LL Q -SIB yld°HILT/ KW/K' BRACKETf� �OOL T9,'E MOEO POL/RED • coNeaEre .. FOOrlup 5 • .. TE � 3 FOOT/NC- ISA CUOE, SEE TAO!_'E ON OWO. FR -12 0 FOR S/ZE AT STEEL FOOTING 1ST POURED CONCRETE /COST TO POOThQ(Sr. CONNECT/On/S� O r .050 POR 11 ATTACHeO ALOMD ONLY CN/e BONE THE M/NIMUM LCNr9TH Of gTR*H1 ENT SHALL •' rH /.T LGAJT /,00 OP TNL° ' p/pC7-/O/J CXCEPT t,E THAT /F ENCLOSED Pe� NOTe r THC ArrACH^AN ��b 6 EN®TH SHALL Cla /,/25 7 -He PROJecr/ON. gEB ANEL9, SL`L° NOTE 1/4- r10�. 0.417' PAT/O COVER OA � PEJO M19O OL"6 FRON,` cgNHec TION OFT Ery) pa ThFM1 /� // WALL ATT H NT `/ ese osr. �d Ll R pvERHANG651OeNGE� . MAX. G MIN, ' ° O /•�� iii /�i ��'' � - '// T 9AM0 A7 > ' PROVl06/12 °46HOLL7 INOR NO O'�' �Ap7CC/A ' 6ND) z� f�ReL ,cr �r los No 1 -AIV/ SC/A BOARD V/OEAh/ CI./O FRAM/NO CLIP O LACH OV6FiHA116 MAX. RAFTER, CL/P SHALL $6 3590 OF POOT fC4J,R,Qe1,TLy R6C OON'L EO SPACING OY AN S'CBO E. S. "/HOLE 51-3c. ' REPORT POR 450p ALUM. PO ^' RSEE 0E:T./�;� E XE X /AFTERS \:l P: - GENERAL NOTES 51�6C/F/CAT/Oh/s //MAK /. ALUMIIJUM DESIGN ¢ STRESSES ARe PER THE LATEST BO/TION TCN OF THE UNIFORM BL//LO/NO CODE ANO 7 -Ne LA,rE'BT EOITIO/J OP 7 -He . ALUM/NUM CON9TRUCT/ON lY2"M/N, MANUAL. ALTERNATE ALUM/NUM ALLOYS MAY OE 7UOBT/TUTEO -OR THOOE fIN. SHOWN PROV/060 THEY ARG REm/HTHKEO W/Ty TNA A UMNUM / W1 �L" STRE MAX. AS90C/AT/ON ANO HAVE EOL/AL OR GREATER Y/ELO �L/LT/MATE NGTHS. . FOR NOTCHED 2><4 USE ALL CONCRETE SHALL HAVE A MINIMUM /26 DAY 'COMPRG»/VE WALL ATTACHMENT' ONLY STRENGTH OF /2000 PB/. COn/CRETe SLA85 SHALL 95.-- ,-OR EFOR OTHER RAFTERS /NCH MINIMUM THICKNESS AND /N 6000 CONO/T/ON, SEE EX/9T/NG --Ave 4 ALL OVERHANG SCHEDULE FOOTINGS SHALL BEAR ON FIRM NATURAL UNO/STUROEO OwG. NO• FR -1.20 90/L OR CERTIFIED FILL. CES/m" VERTICAL SOIL. BeAR/N6 -/000 PSV. 5. ALL STEEL MEMBERS SHALL BE HOT 0/Jo OALVAN/ZEO OR ELECTROPLATED 0 COVFORM 7.0 A9TM 7PEC A- 4+0 GRA06.Ci C.. AL UM/NUM FASTENERS SHLL E 2 AB044 -T4. ALL OTHER PAs'TGA/Er's A TACHMENT SHALL BE GALVA/J/ZEO, 57'A/NLES9 STECL OR CAOM/UM P•LATEO ALL BOLTS* SHALL CONFORM TD A.B.T. M• SPEC. A -307, R/v-r9 s �I 1 ' ` "POP HALL Oa I6'S W�60SG ALUM/NUM RIVET d CARBON C { STeBL PLATED MANOR EL A MAiJUFACTUREO HY THE U, 9.M. H CORPO RAT/ON. (4' IXC L'r'T O0LT5 PER NOTE ^/O). Q Z LAG BOLTS SHALL BE //./S7AL4-E07N1'-RG450RE0 LEAD HOLES PEK \\\ THE NAT/ONAL OET S/GN 'PECIP/CAT/ONS, LATESGO/T/ON. 0 ATTACHED PATIO COVER STRLcT4./KE9, PEA APPEND/X 7CCT..bjtO OF INC n L/NIPORM 8U/LO/NG CODE MAY B6 ENCLOSED W/rH READILY O RcMOVABLE TRANeLUCEM-OR TRAN9PAREM'f-LAS T7Gm NOT MOR6 E /•/O7'/ THAN _/125 INCH /N TH/CKNESS ANp/Oq /NSEGT 'JC REEKING, (E. L09E Lb ry I _ TO POST L/N6 OVLY�.(rk• SEE ENC SUA-M OW69oPTjp Ars) E/ -O !n 9. HOLES FOR BOLTS SHALL BE BOLT O/AMETEK PLUS &NCH MAX/MUM N ' fin USE STANDARD PLATE WASHE=RS ON ALL BOLTS. Ci I 0 \\� D /O• �E XPAN9/ON BOLTS SHq LL BE °H/LT/ K�.//K-BOL7yr 012 EQUAL PER i SCBO E.S. REfbRT 4G23 ALL BOLTS SHALL HAVE A M/NIMUM CONCRETE EDGE O/STANCE OF S/X BOLT l/. EACH /NSTALLAT/ON SHALL BEAR AN IOENT/FY/NG TAON THE NAME ANO AOOR 99 OF THE MANUPACT[./R6R,.T.C.6.O 'E.S. F.BPoQr NOI OES/6N LOADS fENCLOSABILJ-rj' 0j 9004-H3Co ALUM. � ' 111• ALL ITEMS, 'APER THIN/NO Tb eACH PART/CULAR INSTALLAT/ON �FIn:F 4 SHALL 8E /R OLEO, S.E, PK OJE CT/DNI POST SPAC/NO, FOOT/N0 /ALL Ch'A NEL OETA/L, Erc:�\ �.aYsn CoOCo9-T5 ALUM. WALL CHANNEL S l3. SPEC/AL /NSPECT/ON FOR H/LTI °KW/K' •BOLTS /9 RE QU/REO FOR ALL./H9TALZ,4'rION5 WHG'RC POOT./A/G /S A3¢/1G,'G— CUB. OR llrno*� •OY Elg5zo /2 �12° l4. THE ROOF PANEL FORTH/9 PATO COVER S STEM J5 , -j 5 /NCH T///CK ALUM. =� ?'ne°,Es� 2-/8°qSH/LT/ ?KW/Kn BOLTS AT •S X7 S.T//JG SLA 5 T 000g -TG ALUM DOST °T// BRACKET 515 ALUM. .0. ^r' 1 2'/2"121/2 E 7GA. L STL STEEL PLATE Roo "I 53AAL LIM/NUM OK AST - G GRO G STEL OLLFORMED Posh BE -"M3 9°SQ. ALUM. POST 2-bI0°�M.O. �Tn LL Q -SIB yld°HILT/ KW/K' BRACKETf� �OOL T9,'E MOEO POL/RED • coNeaEre .. FOOrlup 5 • .. TE � 3 FOOT/NC- ISA CUOE, SEE TAO!_'E ON OWO. FR -12 0 FOR S/ZE AT STEEL FOOTING 1ST POURED CONCRETE /COST TO POOThQ(Sr. CONNECT/On/S� O r .050 POR 11 ATTACHeO ALOMD ONLY CN/e BONE THE M/NIMUM LCNr9TH Of gTR*H1 ENT SHALL •' rH /.T LGAJT /,00 OP TNL° ' p/pC7-/O/J CXCEPT t,E THAT /F ENCLOSED Pe� NOTe r THC ArrACH^AN ��b 6 EN®TH SHALL Cla /,/25 7 -He PROJecr/ON. gEB ANEL9, SL`L° NOTE 1/4- r10�. 0.417' PAT/O COVER OA � PEJO M19O OL"6 FRON,` cgNHec TION OFT Ery) pa ThFM1 /� // WALL ATT H NT `/ ese osr. �d Ll R pvERHANG651OeNGE� . MAX. G MIN, ' ° O /•�� iii /�i ��'' � - '// T 9AM0 A7 > ' PROVl06/12 °46HOLL7 INOR NO O'�' �Ap7CC/A ' 6ND) z� f�ReL ,cr �r los No 1 -AIV/ SC/A BOARD V/OEAh/ CI./O FRAM/NO CLIP O LACH OV6FiHA116 MAX. RAFTER, CL/P SHALL $6 3590 OF POOT fC4J,R,Qe1,TLy R6C OON'L EO SPACING OY AN S'CBO E. S. "/HOLE 51-3c. ' REPORT POR 450p ALUM. PO ^' RSEE 0E:T./�;� E XE X /AFTERS \:l P: - GENERAL NOTES 51�6C/F/CAT/Oh/s //MAK /. ALUMIIJUM DESIGN ¢ STRESSES ARe PER THE LATEST BO/TION TCN OF THE UNIFORM BL//LO/NO CODE ANO 7 -Ne LA,rE'BT EOITIO/J OP 7 -He . ALUM/NUM CON9TRUCT/ON lY2"M/N, MANUAL. ALTERNATE ALUM/NUM ALLOYS MAY OE 7UOBT/TUTEO -OR THOOE fIN. SHOWN PROV/060 THEY ARG REm/HTHKEO W/Ty TNA A UMNUM / W1 �L" STRE MAX. AS90C/AT/ON ANO HAVE EOL/AL OR GREATER Y/ELO �L/LT/MATE NGTHS. . FOR NOTCHED 2><4 USE ALL CONCRETE SHALL HAVE A MINIMUM /26 DAY 'COMPRG»/VE WALL ATTACHMENT' ONLY STRENGTH OF /2000 PB/. COn/CRETe SLA85 SHALL 95.-- ,-OR EFOR OTHER RAFTERS /NCH MINIMUM THICKNESS AND /N 6000 CONO/T/ON, SEE EX/9T/NG --Ave 4 ALL OVERHANG SCHEDULE FOOTINGS SHALL BEAR ON FIRM NATURAL UNO/STUROEO OwG. NO• FR -1.20 90/L OR CERTIFIED FILL. CES/m" VERTICAL SOIL. BeAR/N6 -/000 PSV. 5. ALL STEEL MEMBERS SHALL BE HOT 0/Jo OALVAN/ZEO OR ELECTROPLATED 0 COVFORM 7.0 A9TM 7PEC A- 4+0 GRA06.Ci C.. AL UM/NUM FASTENERS SHLL E 2 AB044 -T4. ALL OTHER PAs'TGA/Er's A TACHMENT SHALL BE GALVA/J/ZEO, 57'A/NLES9 STECL OR CAOM/UM P•LATEO ALL BOLTS* SHALL CONFORM TD A.B.T. M• SPEC. A -307, R/v-r9 s �I 1 ' ` "POP HALL Oa I6'S W�60SG ALUM/NUM RIVET d CARBON C { STeBL PLATED MANOR EL A MAiJUFACTUREO HY THE U, 9.M. H CORPO RAT/ON. (4' IXC L'r'T O0LT5 PER NOTE ^/O). Q Z LAG BOLTS SHALL BE //./S7AL4-E07N1'-RG450RE0 LEAD HOLES PEK \\\ THE NAT/ONAL OET S/GN 'PECIP/CAT/ONS, LATESGO/T/ON. 0 ATTACHED PATIO COVER STRLcT4./KE9, PEA APPEND/X 7CCT..bjtO OF INC n L/NIPORM 8U/LO/NG CODE MAY B6 ENCLOSED W/rH READILY O RcMOVABLE TRANeLUCEM-OR TRAN9PAREM'f-LAS T7Gm NOT MOR6 E /•/O7'/ THAN _/125 INCH /N TH/CKNESS ANp/Oq /NSEGT 'JC REEKING, (E. L09E Lb ry I _ TO POST L/N6 OVLY�.(rk• SEE ENC SUA-M OW69oPTjp Ars) E/ -O !n 9. HOLES FOR BOLTS SHALL BE BOLT O/AMETEK PLUS &NCH MAX/MUM N ' fin USE STANDARD PLATE WASHE=RS ON ALL BOLTS. Ci I 0 \\� D /O• �E XPAN9/ON BOLTS SHq LL BE °H/LT/ K�.//K-BOL7yr 012 EQUAL PER i SCBO E.S. REfbRT 4G23 ALL BOLTS SHALL HAVE A M/NIMUM CONCRETE EDGE O/STANCE OF S/X BOLT l/. EACH /NSTALLAT/ON SHALL BEAR AN IOENT/FY/NG TAON THE NAME ANO AOOR 99 OF THE MANUPACT[./R6R,.T.C.6.O 'E.S. F.BPoQr NOI OES/6N LOADS fENCLOSABILJ-rj' 0j 9004-H3Co ALUM. � ' 111• ALL ITEMS, 'APER THIN/NO Tb eACH PART/CULAR INSTALLAT/ON �FIn:F 4 SHALL 8E /R OLEO, S.E, PK OJE CT/DNI POST SPAC/NO, FOOT/N0 /ALL Ch'A NEL OETA/L, Erc:�\ �.aYsn CoOCo9-T5 ALUM. WALL CHANNEL S l3. SPEC/AL /NSPECT/ON FOR H/LTI °KW/K' •BOLTS /9 RE QU/REO FOR ALL./H9TALZ,4'rION5 WHG'RC POOT./A/G /S A3¢/1G,'G— CUB. OR LAAiGE/j. /N Lle L/,OF TN/9 SPEC/AL INSPECT/ON '+�b�Q ANCHOR BOLTS x G' LONGE BT MAY OSL/BOT/TL/TED FOR, ^K WJK° BOLTS, l4. THE ROOF PANEL FORTH/9 PATO COVER S STEM J5 , -j 5 /NCH T///CK ALUM. SK/NNEO PANEL WITH FOAM CORE PeK SC45 REI-OE. 9. R.T PPG- °x/259. \\ O 15. ALL ALUMINUM IN CONTACT ITN p/93/MIUR MATERIALS '5HALL BC U hR.OT=CTEO PeP, UBC 9EG7-/ON 20t/•G+•2. N \� /6. e SII ALL WOOD RECEIV/N4 1VOop SC,eEW5 SHALL .I®N M/N/MUM SPEC/P/C G2AV/Ty �.'..��AC RN OF 0/4 IU .50. THE wood /2 SCREWS SHALL NAVE Q Q QQ A. VAN .t M/N/MUM 6G-rV0/NG Y/CLD STRENGTH 'OF 9 �Fy b) 70, OOp UIQ• rX2 U§q -0, mNT/ : 0+4': o LFDfA N°%14Z yd EY•P -,c �U-D J08NA- GN7, 7K -c, V CIS\TD O, JC9 %0 a � STATE OF �P �+� Y`" K ' p •^ 6 K ' Ass � D FR -2C / or. a .g W - -'-----••�•"�� �.upt IN /NCHE5, SEE O'A/G. FR -2C MAX. P097 SPAC/IJG-/OI�SFL.L., 70 M.l-h', Wl/JO WIND 4A HU" •050' TH/CK ALUM. BEAM .049r/T41CK ST&[tlL BEAM 9'-f" Yt OJCCT/ON qT BLAC AT BTBaL FTLS. .;r CO'./G. FTG.'p' AT SLAG AT 57eeL FTL'r. AT GONC, 5-EC/ES OR 7'-O' (/O°) G'-/O'g'-9! r5E T TER *'�'' W /Orr llr_G' 71-9' mL0" RA/ T2R 912E I[ L n MAX/M LIN! 9'-0' 11 r -IO' ( l6') r0' -O" 2 xG NOTCHED l9" /On 5'-¢" 2xG F/_/LL 2Ge 5'-O°( /g") J'•5' S' -'S' G' -J'( /d') 52" 3/" 51 40". e,0e 8g" P 112'-0' 7_9 T'.y. 7'-9'(!e') g'-•`+' 9'-�,+ q'-9'( 1Y) 5'-S' 5'-5"(/O") 4`-I' G' -Q' G'.IO•(re+) �a 7'-4" '7'-4' �-. .. ( /e') G' -•T' G'-," ZI �5 MAX, /-OST S.L., -70 M.I�N. WIND S/�EED EX/BT///c-a G'-/' ('e') 9'-f" RAFTERS C MAX,- -%-V (/6' ) -7'-0 �jOPSF 40 P9rY' T -O' 5-EC/ES OR 7'-O' (/O°) G'-/O'g'-9! r5E T TER *'�'' W /Orr llr_G' 71-9' mL0" RA/ T2R 912E I[ L n MAX/M LIN! 9'-0' 5'-9' r0' -O" 2 xG NOTCHED l9" /On 5'-¢" 2xG F/_/LL 2Ge 5'-O°( /g") J'•5' S' -'S' G' -J'( /d') 52" 3/" 51 40". e,0e 8g" P /4'b' ¢'-/" 5'-S' 5'-5"(/O") 4`-I' G' -Q' G'.IO•(re+) �a �-. .. MAX. /COST S/-AC/NO - 30 /ASF B.L., 70 M.PH. Wl/Jp S/�EED SC/4EDULE EX/BT///c-a G'-/' ('e') 9'-f" RAFTERS C MAX,- -%-V (/6' ) -7'-0 �jOPSF 40 P9rY' GROL/P IL 5-EC/ES OR r5E T TER *'�'' W /Orr llr_G' 71-9' mL0" RA/ T2R 912E I[ L n MAX/M LIN! 2 x4 FULL C.,-), 06.) r0' -O" 2 xG NOTCHED l9" /On Ou 2xG F/_/LL 2Ge 5'-O°( /g") J'•5' S' -'S' G' -J'( /d') 52" 3/" 51 40". e,0e 4� 5/ZE OF CONCRETE FOOTWG CU9E IN /LACHES, SEE DW -Q. —R -2C EX/ST/NCy SAVE OVERHA;4G' SC/4EDULE EX/BT///c-a ROOF LOAD RAFTERS C MAX,- /O FSF 201 -SF �jOPSF 40 P9rY' GROL/P IL 5-EC/ES OR r5E T TER *'�'' W /Orr llr_G' 71-9' mL0" RA/ T2R 912E I[ L n MAX/M LIN! 2 x4 FULL /O° 9° 2 xG NOTCHED l9" /On 2xG F/_/LL 2Ge 25" 45° 125' 2 x8;VOTCHED 52" 3/" 2 x6 FULL 40". e,0e 8g" P n' SHOVJA/ /N TA45LE, L/SE WALL CONNECTION ONLY. +Yc+�'• NO. r2 DOUGLAS ,-1A-LA,4C,1A k � 11 ILiN DIVVISIO APPROVED CMTat _luLY 'cp7 -100 NO. F --r7 DRAWN GY T. OV:NA Ov.,o, NO. 2 0� 2 Elyetpw'F. ," YO°LY M.nF� K K ��' 01 grro ° ° LL•"p6q ti"+5nsc°°o- r'LA— WAeN R r NEOr-'Q INJEQ7; sr -Ace /Q• •/, oo° O O O'•.O OPT/ONAL TOT^ ALUM/NiJ TRACK Tp G U7 -T ER�ASC /A OVER MUl1 !ON /2•�C'4i °PO/� Rn/crs"c IA"'/• CONT/NUOUA[M. 9G"MAK. CHANNEL W/�es� O e ANC- oP R/vE 7333 c TDP 44 Ocrr TOM TO ROD'— /-AN6L - TOP 6OTTOM TRACK OVAL BEAR OF/RMLY N MULL/ON BECTON PR/OR TO /NSTALLAT/O+/ OP FASTENERS 0/LL SEE@ , L'x/�^K/SJON AvW/NO.cyORS C7 80 W/Nq LOC•5TE /-ANC NOR 7 %¢" E.A. !W of Cj� MULL /O, nae NOTE #/,f DAME A9 TOP 7-,-.ACATpl. /yuLL/ON r BOTTOM TRACK OPLCe 70 Oe $'M/IN/MUM PROM VEJ7r MULLION --4r94T/0 COVER 9Ee OwG, FR -2C SCREWS EA, SIDE TO MULL /OW op•° •p, O'Hi o •� a W � h cr Al 2 3e E0 Q OE7- WWW 0 0 �2 6 W QN N FN � EXIST. OR NEW 'j �)'�,''. r='•�•: .•:' �• :•. ; GQVC. SLAB /N L •• 6000 CONO/r/dJ ,• •, •. USE 8°.//In '.• .�' ..,�.'. '• TN/CKExlEO SLAB ((I/r2/LO �iJ.°�AHChbFCS E06E N //O M/'H W/NO •� i0 �4rC ��e"{dANCHO¢S :. ENCLOSED PATIO COvER \' �6'Q°/°P'�R/VEi-OR »•O "TEK' FULL NEIOhfI ' .PULL /•IT MALE '10 FEMALE EA. 9/pE 'I7 -AND MAL� SEE " FULL NT.� EMALE ✓EE oc-r DET.(/1 � 9EEyf DET./n\ �l W/NDOWE ae� FOE. w/NOOw JAMD E W/NOOW OPEN/NO See pE7;/,1 ALTEJiJ•/AT'ES MAXlM U/-/ L.ENOTH /"LR Y6,;61Fo/-'RIVE•7' OR Oo "TEK SCREWS C° Eq.t=NO 0 L° �ISJY MAX. . L HE/ONT A LE 56E DET. 2O BET.WEEN Sl W/NOOW JANS97LJ h.(gLE �FEMgLE WINDOW - W//�/�Obt/ MATED . N MU L L ION FOQ E.ABLe BOOP OPT/Or.' t3ee OuJss 'G'R-/ Thau sR-5 SEE OEN6RAL AK.TT'E'"-7 FOR RE, U/REO OPEr.% r.�PAT/O -OVcR AR8q FR -20 - f ISEE O�1.0 F.7 -•2C `���� � Gam• II � II���II;-,�I I� � � II ;; II %• 9 STANOARO MULL/O•J}� ,� A STO BOTTOM OPAC/NG 666 SeC7/Oh•, 2g'M• TAOLeS Owo.fR-2D.1 �ENCLOSURE E-NO ELE�/AT lO/./ ENG[=OSURE�FROVT' ELE_V�,T/O/✓ FULL NE/ONT //FULL NEl6HT FULL HE/6/!7- FUS MALE SEE OeT.O/ /-FEMALE SEE MALE SEL OE'7:- �FE! ZOIItePOP''R/VET R 07eK'sCRE, L ¢g'•/, TYP/cqL MALE 'f FEMALE TO 'JL SOL l D Ff1NEL FULL HEl0HT SOLID PANEL BULL HCIOHT •� SOL/O PA,VeL / X E XYSTINO S'T'RUCTURE LA - 06 O,� TNeeE S/on 6EOwL S (DOOR (2G.GG l Ij�' 1/•tu,r., 9'x'06/4AX•)f a1 VARY TO SUIT T� M/N/NU•-•f MAXlM U/-/ L.ENOTH /"LR ,afcO6r4ltEu ff4r/O COVER.xceo C.S. oce?- orr TYIQ/CAL ENCLOSURE FLOOR F'LA/J-� L HE/ONT A LE 56E DET. 2O _SOLED Pi.,VEL . OFPY. w,•r W....JJ WW/"O JAMB c wiNoow OP6 r/Jp .3 Ft G. x`-79 a To¢yp �fAXTQETWL2N DCT FULL Hel h r PANEL STANDARD NE/oHT o f ° =OLIOrY-luL 40 Ae-va f -e LO die LOl./ COAMSA. e.x TRu9/Or./ JAM6 SOLPANEL \ WINC w/Ncow a WIN10 O WINDOW a SEE J FLL NE/oH7 r SOL/O 007'er G /B N•'POP" RIVET OR G TEK" SCREW @ 1 /6'v POP R/VET OR D�e L• O 37'EJJeRS GAME O TEK'MSCREW62¢r•% W"'C'W �y Ie �`PC}c/'Rr,ET OR AJ C OET ISO WHERE JAB OCCU 'Yi•TEX" SCREWS/G••4 R9 ? 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REPORT °-~^' � vv ,I Tdcpho= 21M28S BB = 2144=-9943< <'� T NO. 3190-P _ . b'i 6 E 0' O 0 rh ° � �rn to o mo cr�FApD Qr m x 0 1 3 I mn Nm2 2r @A �mXF�n rr� N �cmAIn 10 ro A u, 3A �Zram 02�mx (rnn1r 00=A� imA@ oAcn2 �O�i rarr) blu roA2 11y� m D<g. a �np inym Z. o �>U ym�� L y p 0 rh 0 a.Ej�� 21100 o2mm EAL: A�N� O�z �o a� o m,4 X oN 000 o�z zN Zp0 0'AL � F 1i� c%F� `•Q f -S �� 6ki E. � f = � �� ..�.� :��r rovr w75° 75' m 7s' 375' 00 �r—T —, 0 L41 m A.A o: Na �Na oa cD \ o �� bo �o4 yo 00 �.�0 a AIV ANS A J y 0 A '0 i 01 J 0 ? tW O y00 00y O�IL1C�� �ypN 1F '2�A i 0�D u1�All b (:,(:Zi a 0r Ohm Z�0 m r2mp 2 11122 yUmi t>� X27@�> m >iloA y o >@ Amm aZ mm2 u N o� 0. Z m> mam �x2 iyao�y 2 � r � .ty0 mm 11 umy m 0 0r 2m >ma In IIIo o°' 6�rp woAa� AN1 L1II 11yZ 2 Zmm �o In y� °oo o n3 2 ��mD<m O0 z, y immoy� r Lt Apy �>,Aamm. Z 2 N mD 2Nm-A n o z °2 CZ 0�3° mm n m0 min 0 Gi C a2 iD '*r m00 C 00 >tr��my Ny�2AC f ymr mmmmD� N mm 50 0r0 m m m Oyu^ A"m20� m�2�2 n rfnor >n m y L �o. �m m� i �'� y�'zc o� oo a u 0 m N o. A a nt c2 °1'0� MD (0 �' a mom> �2 Zitm2A m ' (D MR D Gl> op. o. r � � r4m 0(D0�(Im N0 @� Lyn C>y yr a00yA 1�—Dr >'1 y @ti OC ro0 ty20t mr,m�im corn Z �irmu� � 3 cID ° ar Qtr ,on' >L RC2 mf1 CN rtyi2 Am�mrn m 0 ;E �� bD� ro,iEyo �ON�vir- nAm� F m Do 30r p oy 0 _cmc 2�2o m��0 2m ro m o �m m In aN 22 2 a ym 0r £ A °��' > o tm > m r2m2?� r ENm > zZ mbar r < t :�1i oN� �Q� SQA �� E���oA�IQ ?mm p. AC>��Otn•O fD z m yma� �orm xcmy o wu��I 2 m c` o A@ 0m A Joao 1017 4 R pp<� u N �OCr�E .O { f (n �. 'no F A02�orin lu zo "n i°nr0< Z 2r A m °m 'n01?m�� oZ°.A�A-h t o �i2 2i 03 2� y�c�Nr� 7o m3� �' nmom .o30ri 0o r imd) o Ac �- m mm Nmr o1o��� �pt� mm A m y0rNmr 1° �mm0 r- -1 o ryymAO �Z N I f �� rF O�m 0 2A r: N �Z fpm AOxmA �Y yOm C � m� N2� op > n,. n0 cnt m� n m AO.yo yo'r N2itInnry ��)' jlm Amh� �N 2 m 00 \{ mm 2'(�0° yrc Ox zi, y0 0. as m�l m Qfr rL2 > Nt,' C> Oy 0 D�, a0 ZOCO� u0"'�Q yx� �� A0 Dp Z r Lcmi° mm3 �. g oym 0 2rg 2 (1 a 20' =r Cry A 00 �Z SA O ENcZ-C u,2E � , G�l�9ET �uElD�lN�C �PROIDIJCTS ICBO EVALUATION estrmx v Arcr a Assoc ntc ? n y SYSTEM Tfl/LS 227 O.To" 1� Blvd 7X r TX 7 1111 � SERVICE INC. REPORT °-~^' � vv ,I Tdcpho= 21M28S BB = 2144=-9943< <'� T NO. 3190-P _ . fA 50 FSF SNOW LOAD, 70 /✓l H WIND MULL/Oh/ TY/�E'- GLUT. ¢ /Co DET- l5 � I7 OET. l4 M,AX u fall TA6LE "A": GEAR/NG WALL MULL/ONS — / y // 3 / 9rr , // -9" _ '- 4,3 9'a MUL/--lol`l '7-yrI-- 7'-9" I 9'-s/ //'-9" " 8-0 -- 9` 9" /O /ASF LIVE LOs+O, 7o M/' -N v /lNO G�'7: = IG . OE','. /O Ri^ MAX/ML/M MLLLIO,�.' tiBIG� OBS/G,I/ LOAO(S) d Pi° NAX/yUM MULLION 7 -y1 -E ULLlON OET• MAXIMUM MAXIMUM -7'- 0"- TRACK y/� MULLION /oNJF BPAC/N6 LI �/,E OcT. !(° 06/: Sl7 DET. \") 7Ah5. MULLION OET 30 /ASF SNOW LO?L.', 8p M/�'i•l WINO MASC/MuM MULLION 4'-//" j .."��`•am 5'-/O° r10'/�SF SNOW LOAp, 70M/�H WINO W/"O'+r 5'-I" 50 FSF SNOW LOAD, 70 /✓l H WIND MULL/Oh/ TY/�E'- GLUT. ¢ /Co DET- l5 � I7 OET. l4 M,AX u '¢0M% 5G"`/o 7'_GJ B' o/ a'_Oa 9' 9° / y // 3 / 9rr , // -9" _ '- 4,3 9'a MUL/--lol`l '7-yrI-- 7'-9" I 9'-s/ //'-9" " 8-0 -- 9` 9" a+�n G�'7: = IG . OE','. /O LIVE LOAO,. 80 WINO MAX/ML/M MLLLIO,�.' tiBIG� OBS/G,I/ LOAO(S) 7 70 -7'- 0"- TRACK y/� MULLION /oNJF BPAC/N6 LI �/,E GO -:IF "I./ 30,x5,= 40P5'� 70 ti/PN 60 MI -H 90 M/ -H 30 /ASF SNOW LO?L.', 8p M/�'i•l WINO - -- --, 4'-//" j .."��`•am 5'-/O° r10'/�SF SNOW LOAp, 70M/�H WINO W/"O'+r 5'-I" 5-4" ", 'l 4'- �°' 5'3° 577" 5'-/O° G'-3' [o' -b" 7'_O" 41" % -- 7''9'i •, 7'-0" 7'_7" /O /G SF LIVE L C)AZD 90 M/ -N WINO94 -O' -/O° 7'-7' 7'-7" 8'-0° ° < //'-J' //L3"I/! 48° % 7'-4^ -c'7, //O WINO LOAD 7-5v 9 0° //i 9„ 48 k 7'-7° 30 /AS' S11104./ LOAD , 90 MI -N WlN[i 9 ., -o, 6'--/" 6-4" LOAD, 90 MI -8 W/ND 9 -W, 9, 4' 7!d^ 5L/O" 6'-G6 Br_lol 9!,2 9'-G° ,8!0 412 */c 7LQ° 6,_G, 9'-41, 91.611 Iq Iz?° w.., 7'-O° 6'_G• /l,_7° ��na ./u9 r/� C,a•T/oN /B /9�7v/OEO TO ANO AP,pROVEO BY 7W-1. Bu/LO/NO //A //'=9" 7L0". TOINS7ALLA 11-9' 9,•9 �O♦ /O /ASF L/VE LOBO, //O M/�H l.//NO 9'-�' G'-4" 4'-/0° !/'•�^ //, 3° /r'-�" " f8 Y ss0Nq(� ��" o�J.. 5Cn' °/ //''9"' �0 4O /ASF SNOW LOAD, 70 MI -H WINO //'-9' /!=3' I/='1 //, 9,:/o,_J.rB.7n 156 zo �xP•�2• 2� /0L3' ST -TE OF '21) /'ASF LIVE LOAD, 70 •°;:�`" .m/y° 7' o" H W/NO ' 40, 1-5,'S/JOW LOAD, 80 1-11-H WINO g,-9° 20 /ASF L/VE LOAO, 80 40 /-SF SNOW L0,40 90 Mr°N W/n/O '40"% 7'-O° 4 �.. 120 /-SF L/VE LOAD 3Co/r Tia. WIOTN /O ° ¢'-/0 5=/0 f /O° 5'- /O" 4'- /0' T' -%O° TABLE °8': NON -BE/ !h/G WALL MLJLL10I-,'S SECT -/ON * 90 MNl-1 W/o7-H 70 Ml -/q W/ND- LOAD* "% 7,_ 5" 9' MUL/--lol`l '7-yrI-- a+�n G�'7: = IG . OE','. 3° 20 /ASF L/VE LOBO, //O Almy W/ND MAx. MAX/ML/M MLLLIO,�.' tiBIG� OBS/G,I/ LOAO(S) 7 70 -7'- 0"- TRACK y/� MULLION /oNJF BPAC/N6 LI �/,E GO -:IF "I./ 30,x5,= 40P5'� 70 ti/PN 60 MI -H 90 M/ -H 6'-O" 4'-3" - -- --, 4'-//" j .."��`•am 5'-/O° r10'/�SF SNOW LOAp, 70M/�H WINO W/"O'+r 5'-I" 5-4" ", 'l 4'- �°' 5'3° 577" 5'-/O° G'-3' [o' -b" 7'_O" • `� �O MI -1-1 WIND LOAD o' -`r° 0'-7" 7'-0" 7'_7" 7469 QO FSF SNOW LOAD, 80 W// -/O -O' -/O° 7'-7' 7'-7" 8'-0° ° < //'-J' //L3"I/! 77-/" 7'-4^ -c'7, //O WINO LOAD 7-5v 9 0° //i 9„ 48 k 7'-7° 7� 3Co"O/c 9 //'•3'/o -o, 6'--/" 6-4" LOAD, 90 MI -8 W/ND 9 -W, 9, 4' 7!d^ 5L/O" 6'-G6 Br_lol 9!,2 9'-G° /7'-0" 412 */c 7LQ° 6,_G, 9'-41, 91.611 Iq Iz?° w.., '� Cor -O" W/OE RSR OPEI.II,4G3 MAY OCCU/j 1N 8E AIq,,NG wALL9 pROV10E0 SP LSC/F/G Gr TAtLg AtirO 9TRuCTUR,".L ��na ./u9 r/� C,a•T/oN /B /9�7v/OEO TO ANO AP,pROVEO BY 7W-1. Bu/LO/NO //A //'=9" 7L0". TOINS7ALLA 11-9' 9,•9 �O♦ ® '¢a "y< !I'-9" 9'-�' G'-4" 4'-/0° !/'•�^ //, 3° /r'-�" //=�' .p'•3` ss0Nq(� ��" o�J.. 5Cn' °/ //''9"' �0 .r"Lh a //''3' !l'•9' //'-9' /!=3' I/='1 //, 9,:/o,_J.rB.7n 156 zo �xP•�2• 2� ST -TE OF Tia. WIOTN /O ° ¢'-/0 5=/0 f /O° 5'- /O" 4'- /0' T' -%O° TABLE °8': NON -BE/ !h/G WALL MLJLL10I-,'S SECT -/ON * MAXIMUM W/o7-H 70 Ml -/q W/ND- LOAD* MULLJON O�/E/2yAJJCy MUL/--lol`l '7-yrI-- Sr�ACING pE7' F G�'7: = IG . OE','. ro/9 MAx. MAX/ML/M MLLLIO,�.' tiBIG� OBS/G,I/ LOAO(S) 7 70 -7'- 0"- TRACK y/� MULLION /oNJF BPAC/N6 LI �/,E GO -:IF "I./ 30,x5,= 40P5'� 70 ti/PN 60 MI -H 90 M/ -H 6'-O" 4'-3" - -- --, 4'-//" 6o MIEN WINO I_ Cl S!J' 5'-/O° ww'D - W/"O'+r 5'-I" 5-4" 5'-9" O'_ 3" 4'- �°' 5'3° 577" 5'-/O° G'-3' [o' -b" 7'_O" �O MI -1-1 WIND LOAD o' -`r° 0'-7" 7'-0" 7'_7" Ca' -7" -O' -/O° 7'-7' 7'-7" 8'-0° 5'-//" 4.1_Gn //'-J' //L3"I/! 77-/" 7'-4^ -c'7, //O WINO LOAD ' 48 k 7'-7° 7� 6'-11" 6'-G" //'•3'/o -o, 6'--/" 6-4" B' -B' 9 -W, 9, 4' 7!d^ 5L/O" w WALL —L/SE Wfucr GD0,2 OMEN/ti.G9 OCCUR/til A NQN-SCAR/NGr 60 PERCENT OP NEIGN75 9h/OWN /N TABLE. TABLE lQ °: 7-R/15L/T/42y ��/PnT/off_ dr/AN6 !'ANeL 9FAN BEAM OR W/o7-H MAXIMUM MAX/MUM O�/E/2yAJJCy FaoJECTION ro/9 MAx. OBS/G,I/ LOAO(S) -7'- 0"- TRACK y/� MULLION /oNJF BPAC/N6 LI �/,E GO -:IF "I./ 30,x5,= 40P5'� 70 ti/PN 60 MI -H 90 M/ -H 6'-O" 4'-3" 4'-7" 4'-//" 5'- 4" 5'-/O° ww'D - W/"O'+r 5'-I" 5-4" 5'-9" O'_ 3" 4'- �°' 5'3° 577" 5'-/O° G'-3' [o' -b" 7'_O" o'-/° o' -`r° 0'-7" 7'-0" 7'_7" Ca' -7" -O' -/O° 7'-7' 7'-7" 8'-0° 5'-//" 4.1_Gn //'-J' //L3"I/! 77-/" 7'-4^ -c'7, O4:7 /4'-0" 7'-3" 7'-7° V- /O' 6'-11" 6'-G" //'•3'/o -o, 6'--/" 6-4" B' -B' 9 -W, 9, 4' 7!d^ 5L/O" 6'-G6 Br_lol 9!,2 9'-G° /7'-0" 9'-O° 9'-41, 91.611 /01_04 /O _411 OE7Y°lL 4$" yc //'=9" 7L0". 'F'' -i0' 11-9' 9,•9 7rY ® TA BLEIfE ": BEAR/NG WALL TO/- TRACK - M4x/MUM ALLOWABLE TR/6UTARy W/07 -H ro/9 MAx. OBS/G,I/ LOAO(S) TRACK y/� MULLION /oNJF BPAC/N6 LI �/,E GO -:IF "I./ 30,x5,= 40P5'� 70 ti/PN 60 MI -H 90 M/ -H 1/0TMry show SNo W <..•+/OW W/NO W/NO'S` ww'D - W/"O'+r 4'8'% // / 3 ° 6'- -7' 4'- �°' DETAIL 8'-7" 5'-//" 4.1_Gn //'-J' //L3"I/! /l='�" -c'7, O4:7 g• ,1!Jn //'•3'/o -o, 7!d^ 5L/O" OE7Y°lL 4$" yc //'=9" 7L0". 'F'' -i0' 11-9' 9,•9 7rY ® '¢a "y< !I'-9" 9'-�' G'-4" 4'-/0° !/'•�^ //, 3° /r'-�" //=�' .p'•3` /o•iY ��" o�J.. 5Cn' °/ //''9"' 9'-C°• 7L8' S'_/O' //''3' !l'•9' //'-9' /!=3' I/='1 //, 9,:/o,_J.rB.7n �rou r MKT w+u, n -mv—" /• OWE 7/•16 UrAt+ONAL L/NE /5 FOff. -/Mo GO VERS NOT MO^.E THA/J /O' -O" A501 -'E GRAOE. T7/E 7R/BU7-AAY W10TH SNOW" BELOW, TF/E O/AGcAJAL L/NE /S FOR, PATIO COVERS W// -H A MAX/MU/N HEIGHT BETWEEN /O' -O" ANO /2LO• ABOVE GRADE. (P W I lu Q Q 2 W N GATE: .JULY 97 JCC NO. - F-7-7 • C>QAI.N GY T. ANNA C -AS,. NO. FR -2D1 9of'� FITH Will Mu[l4 vl+cv � tM It Y. j\ 1 11 Gu7-TER�F.99c/A ' R/VETS C/B°We ,e,ee,ew CC�/T/NUOU9 ALUM. 39� CHANNEL W/ �8n �' y 4n FOP/Q/VGT$ Q/eI/•a Y py,y. C TOP e� BOTTO-S TO DET,®PANEL SEE �a unee'� �Y or e"'• w •+c vS'�? '/b 4°SMS w//°O.0. n EEL WA9�IE25 Q121, /--RoOF PA"CL O . O O. O, G 0 o • e O ° e O O' °. 0 O • • O ° O o O • O eO e O . O - 5,5Q• BEA,I 9EE OET% + I gl MAX. POST S/�ACrNp -/O PSF L.L.•90 M./�y. W//Jp S/�cEO i >t`+3•? HAXINUM 050""CK ALUM. BEAM .049^THICK STEEL BEAM AT STEe' AT CONG. •-' 1��)e AT 9LA8 FM. FTO,iAT SLAG AT STCEL AT CON_. ! Fit3- FTO,`1 )'—/o° 9' -IO' ( 19") 112 4-' Il' -r0• l2'-¢' ( 21" ' (19") /o' -/o' Ypwf<4.°^ /O r_O, 8,-¢° G''LS• ('L O') /0'-9^ /o'-10,(2/•. W-04 er_rn (2O') 7'-4' /4'-0" - 7'_3' 7-7" (2r•) 7'-00 C^/_G/ '7'-4' (21') 7-9" 4 14'1. G' -lo• G'-/' 7'-1" (211) G'-ro' /G'_°,.6! G. 5'_IO' G' -/O' (2 0'•O' (23' 7 °' at-/, S' -G" G'-7" G'-/'8'-5• (23') MAX' /-05T S/"AC/"JO -'2 0 /-5F S.L. 50 1 M.Ry. W/NO SNEEO r•, 5" .n�! O 9-O• /°''9" (/b') G' 3' 6' ;t"� /o' -o' S-9' G'•5' G'-5' (16') 5'-9" 0!N (/9°) n^.(/6") s'-¢" i''9• 7'-9•(20•) J"rJ 51-7' (r9'I) F,-¢• G'_�• 7'-O• /2 G' m•w� MAX- /_0 ST 5t -'A C//JG - 30 IPSP S.L., 1)0 M./- wwo 5'-/O' 5101 / ' a , 06-) ¢1_0, 5, 4+ V-¢" (/G') /o: -o'. g':60 5,_2. wf,vin // -O" 9''•5' 51TO, G! 5• (/9^) ./2'-0° 4L/O'4'-/01(/6,) MAX. Ft757_S/-AC//JG —40 PSF S -L-/ 90 mpH W/ND SPEED F/•C> m G' -O' .•l' -ll" 5L4'1 SL'4°(lo>-// 5 ") SLI/" r n r n G-0"(l7n l n 01 /" -'`-/ (lCo") 9L7`1 .}-5,r GLV" (f7") �„' 4L-711 ir0 -o 2L-/0° 74b9 " MAX. DOST SP/4C/VG - 20 PSF L.L./ //0 MFH W//JD SPEED Gr_0" 7L9,n L " f u lACr7'-011 -(a' OLa 7 prr ( , 7 5f'7Lg^ e1-011 8 -511 1/11 9r-o,l sLi" 6L7/1. r°,n •�'` (PI -011 5-41, 5L2" for �r/,O M 5-00 }I-Idl 7L G"('23') 4/-811 41-011 41-Cv11 ']Lg^ (!1-¢" -7 4L4F 4'-?�" 5'1(22') -0 v.9 (24n SIZE OF CONCltEZ$ FOOT/NG C.iJ0E /r,/ /NCHeS, SEE OwG- FR -'lc oom --'--•••-•- /-�•+///•/� GuOa /N INCHES, SEE CWr. FR -2C MAX. P05r S/PACIIJG-/O/9-SPL.L., 70 M./�H. W/IJO S/oEE'O MAKIMUM •O5c)'TNroK ALUM. BEAM .049/ITi:41cK S7iakeL .EWA,H �OJCCT/ON'A AT eLAO T HT66 L �T coNG. AT SLAB AT STep_L F•°,A. AT co r_ t-rC.- O'-o° .'-IO' 9Lr0' , "4 FULL /O' G _'J, Gr_y. (/G') G'-3" 9r_57— 9'-O^ ¢r_O, 2 x0'/J07'CHEO 92° 3/^ 9/' G,-5,06,) 5'-9' e'_/' a'_/,(,G.,) 31-5" a ­5 8'•G' G'-D"(/G') IO' -5' /o'-/0' /2'-0' 4'•G• 5'•9° 9'-9^ (/e"). ¢'"8' 7'-0' 7'•9'(/6•) /9''O' 4'-4' S'-7' /2''O' , -9' 7'•9' 7'-9'(.18") 8'-5' 9'-9' q'-9'( lye /tl'-O' O'•o' G' -T• G'-711 (/9') -O' A'_11 n .I, / ...-.� MAX. POST 5I-ACIIJG-20/-SF S.L., -70 M.I�H. WINO SI�EED G -O' 7''4° 7'-4' 7'-4• (/8') 7-5° 9'-2• 9''i'(!O+) I' /5L/O" o"( IO") 4'-8' T -N 7'-+' (/e° ) , "4 FULL /O' G _'J, Gr_y. (/G') G'-3" 6'-5' 9'-O^ ¢r_O, 2 x0'/J07'CHEO 92° 3/^ 9/' G,-5,06,) 5'-9' e'_/' a'_/,(,G.,) 31-5" /O".) /2'-0' 4'•G• 5'•9° 9'-9^ (/e"). ¢'"8' 7'-0' 7'•9'(/6•) /9''O' 4'-4' S'-7' S'-7• (/6') 4'-¢, G' -7 7'-o'( /6') MAIC. r C)5T 5/�AC//Jp - 30 /ASF s.L., 70 M.1 -WINO SPEED EX/7tl/e ROOF LOAD G'-/' ( /e') 9'-/" 7''7' 7! 7' (/G• ) MAXIMLIM I-ANEL S/5ANfdE I' /5L/O" o"( IO") 4'-8' T -N 7'-+' (/e° ) , "4 FULL /O' 2 "C„ NOTCHED /9" /0" 2"C° FULL 9'-O^ ¢r_O, 2 x0'/J07'CHEO 92° 3/^ 9/' a' °' 2-6 FULL 40" 90' 98" 3e1� 31-5" 9'-2' 4'-/0° 4'-/0'( /O°) '�'-2' 4'-l0' G' -o• (/e') ie 9/ZE OF CONCRETE FOOT/"G CU6E IN /LACHES, SEE D'+, FR -2C EX/57-1JC EAVE OVERH ,Vp 9CNEOULE EX/7tl/e ROOF LOAD RAF 124" /O MAXIMLIM I-ANEL S/5ANfdE I' /5L/O" RAFTeR 9/ZE L M MAx/MuM , "4 FULL /O' 2 "C„ NOTCHED /9" /0" 2"C° FULL 2(0+ 2S° 25° 125, 2 x0'/J07'CHEO 92° 3/^ 9/' 31" 2-6 FULL 40" 90' 98" 3e1� SHOWN /N TALEuSE Wq LL CONNECT/O/J ONLY. tIE,) NO. 12 OOLIGLAS F/A-LA4CI4 U of rL 3E. ars .1L/Lr '�37 Joe NO. 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