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HomeMy WebLinkAbout069-330-017HARLEY KRAKE a Gq- .43-17 ----------------- Private -- -- ©C�q • 3O.0,�7 Private rd, off Oakcrest Drive, c1p I300' ff Riv.erv'iew Dr., Oroville CONTR- sely & Hill, Oroville `! 1permit *5 0-75B(new single family) PERMIT #6351-75 PLBG. F •557 75) S�r C0 TR: RE PLU , PE RNA T#6352_75'`'��ME F 5Q—`j� >-CONTR. •VVA I -BEL. -I. .--... ! / - - -q-33-/7 _ _ v CONTR: AMEs EDWARDs ELECTRIC PERM #463 -76 E� E L E C T. FOR 5570-7; SF 069=330-017 _.tit •01'-2272 r WATTS, DO1V4& NADINE Q 19 OAKCRESTaDR.'OROVILLE, CONT: WESTERN.REGION _ DESIG' 0 9-330-017 •` � 'O1'=2554 �, , WATTS; DON`S :19 OAKCRE R,'OROVILLE CONT: RGE & SON ROOFIN + RE OF ��� rsuQ . B07-0244 069-330-017f MISCELLANEOUS Room Addn-First Stry ENCLOSE PATIOTO SUNROO.M 448,` 19 OAKCRESTwDR I CLARK, THOMAS J ETAL 4 , z R r t) s �p(�,� . 1 • t I o r , • f' i E \ � t 1 , fy , I I � 7�Y rb•` � Eli. 11 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 ! 140 Website: www.buttecounty.net/dds Permit No: B07-0244 Issued: 03/09/2007 Address: 19 OAKCREST DR Area: OROVILLE Owner: CLARK, THOMAS J ETAAPN: 069-330-017 Applicant: DONALD WATTS Map Page:gj <.1 Permit Type: Room Addn-First Stry II Description: ENCLOSE PATIO TO SUNROOM 448 SQ.FT Flood Zone: None SRA Area: Yes SETBACKS Front Setback: Side Setback: Rear Setback: Other Setback: Minimum Setback From Centerline of Street: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING inspection Type IVR INSP DATE t a Secs 132 Foundations / Footings 111 - Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Stee l/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 Sidi /Stucco or Roofing Until Above Signcd Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 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 I 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 Setbac s 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: Public Works Fina 538-7681 Fire Department/CDF 538-7111 Env. Health Final 538-7281 Sewer District Final "PROJECT FINAL 1 801 6 07 --rroject rmai is a •.ernncate of occupancy for tKesioennal only) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSO-iANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy Date e/� ' s� Insnertor 6_11—/Gcld L I n I REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834; COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 14 OWNER PERMIT NO. • �5 A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If have you any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. 3 G_ Date e/� ' s� Insnertor 6_11—/Gcld L I n I REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834; ' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 6z OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is ompleted. If you have any questions pertaining to this matter, or need additional :, expl ation, please contact the Building Inspector as indicated below. 9 r✓ �, h c.. �i.it v o S Date -3.14.07- Inspector REV 4/05 Phone #� i FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 19 OAKCREST DR Owner: Permit No: B07-0244 APN: 069-330-017 CLARK, THOMAS J ETAL Issued Date: 03/09/2007 By AAM Permit type: MISCELLANEOUS 19 OAKCREST DR Subtype: Room Addn-First Stry OROVILLE, CA 95966 Expiration Date: 03/08/2008 Description: ENCLOSE PATIO TO SUNROOM 4, (530) 370-1287 Occupancy: Zoning: ARI Contractor Applicant: Square Footage: OWNER DONALD WATTS Building Garage Remdl/Addn 11 OAKCREST DR 448 OROVILLE, CA 95966 Other Porch/Patio Total (530)589-4131 448 FEE INFORMATION DB SRA Fire Plan Check Fee $109.98 DBEH Building Review Fee $75.70 DBF Room Addition - First Stor $340.94 DBFIRE Fire Inspection (SRA) R $102.70 DBFIRE SRA Fire Plan Review (S $102.70, DBMSC Room Addition -First Stor $511.41 DBSMIP Residential $2.91 Total Charged: $1,246.34 Fees Paid: $19246.34 Balance Due: $0.00 Receipt No: B2116 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 OWNER / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct. alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 03/09/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractors Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compansation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not a completed if the permit is or one hundredollars ($100) or less. ❑ I AM EXEMPT under Section B. 8 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 03/09/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date - provisions. X 03/09/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Slate laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CML FINES UP TO ONE injury, including death, and property damage caused arising out of, in any way connected with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND 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 property owner's behalf. 03/09/2007 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ, code) Owner Contractor OR DAgent for Owner DAgent for Contractor INSPECTOR COPY Lenders Address City State Zip ifornia Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Building Permit #B '_� - 2� 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 CDF/Butte 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 duringoa 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. 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. SRA Development Requirements, Revised 01/10/07 S A F E to E Q U I R E M E N T S 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 ofthe 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. SRA Development Requirements, Revised 01/10/07 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 gates 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. SRA Development Requirements, Revised 01/10/07 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. 276.01 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. Same 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 201 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: SRA Development Requirements, Revised 01/10/07 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 5 T 189 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. Public Resources Code 4621 thru 4628 and California Forest Practice Rules Article 7 Prior to any lot clearing activity or cutting of trees, contact the Butte area Forester at (530) 872-6353 to determine the need for a less then 3 acre conversion exemption permit or a timber harvest plan. Butte County Improvement Standards Installation of Fire Sprinklers If your property was part of a parcel split (regardless of parcel size) after September 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect your official parcel map to confirm if sprinklers are required. If you are building a new residential structure on a parcel 3 acres or larger, you are required install an automatic fire sprinkler system in accordance with the National Fire Protection Association standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D. SRA Development Requirements, Revised 01/10/07 5 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. 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 (0.41 mm) (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'/ 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.orWFireprevention/protplan/protplan.html APR 012 2OP7 SRA Development Requirements, Revised 01/10/07 6 ifornia Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 N 1 A O 'll e son venue, rove e CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Building Permit #� -Zy� 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 CDF/Butte County Fire Department for all development located within Wildland-Urban Interface Fire Areas and made part of this permit. + hese 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 p-ovided 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 fcr 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 turnamounds. 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 roEdway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface w-.dth of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. (b) The le--igth of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed b hold or divert water, shall be not less than 100 feet. 1273.05 Roadway Turnarounds Tumarour_ds 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 harnmerhead-T is used, the top of the "T" shall be a minimum of 60 feet in length. SRA Deveopment Requirements, Revised 01/10/07 S A F E Is E Q U I R E M E N T S 1273.06 Roadway Turnouts I I 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. SRA Development Requirements, Revised 01/10/07 - 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 gates 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. SRA Development Requirements, Revised 01/10/07 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; I i� (2) a point of attack or defense from a wildfire. I .1k76.01 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. 11 [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. Same 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 I� (e) Other Butte County Fire Department approved materials I 1276.02 Disposal of Flammable Vegetation and Fuels 4 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 roa11 d 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. I'I Public Resources Code 4291 1f 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: 11 SRA Development Requirements, Revised 01/10/07 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. Public Resources Code 4621 thru 4628 and California Forest Practice Rules Article 7 Prior to any lot clearing activity or cutting of trees, contact the Butte area Forester at (530) 872-6353 to determine the need for a less then 3 acre conversion exemption permit or a timber harvest plan. Butte County Improvement Standards Installation of Fire Sprinklers If your property was part of a parcel split (regardless of parcel size) after September 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect your official parcel map to confirm if sprinklers are required. If you are building a new residential structure on a parcel 3 acres or larger, you are required install an automatic fire sprinkler system in accordance with the National Fire Protection Association standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D. SRA Development Requirements, Revised 01/10/07 5 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. 704A.1.2 Roof coverings 1k 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 (0.41 mm) (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 '/ inch (6mm) openings or its equivalent. 704A.2.2 Eave or cornice vents. Vents shall not be installed in eaves and cornices. I 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. if �I 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. ii All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.ort/Fireprevention/protplan/protplan.html 4 A'P 0 2 2007 SRA Development Requirements, Revised 01/10/07 6 Protect Your Home... and Property. 77 C, ori, '! 91. — lb Contact your local CDF office, fire department, at or Fire Safe Council for tips and assistance. WWW.fire.ca.gov I M TWO ZONES MAKE UP THE REQUIRED 100 FEET OF DEFENSIBLE SPACE: i. Lean, Clean and Green Zone An area of 30 feet immediately surrounding your home. 2. Reduced Fuel Zone The fuel reduction cone in the remaining 70 feet (or to the property line). COMPLY WITH THE LAW AND HELP SAVE YOUR HOME BY CREATING DEFENSIBLE SPACE. Follow these guidelines: 1. Create a Lean, Clean and Green Zone Remove all Flammable vegetation and any dead or dying plants within 30 feet of each building or structure. You may keep single trees or other vegetation that are trimmed of all dead and dying foliage and are well pruned and maintained. z. Decrease Fuel in the Reduced Fuel Zone Surface litter consists of fallen leaves, needles, twigs, bark, cones, pods, small branches, etc Remove loose surface litter so it does not exceed a depth of three inches. Make It Safe: Logs, Stumps and Snags All logs and stumps should be removed unless they are embedded in the soil. If you keep an embedded log, remove nearby vegetation. A standing dead tree (snag) may be kept for wildlife providing there is only one snag per acre, and if the snag were to fall, it would not reach buildings or structures and would not land on roadways or driveways. Provide Fuel Separation and Treatment Guidelines for fuel treatment as published by CDF are designed to reduce the spread of wildfires. Choose option 2a or 2b. The best option for your property will be based on its characteristics (slope, vegetation sire, vegetation type -brush, grass, trees, etc. — and other fuel characteristics). Properties with greater fire hazards will require larger separation between fuels. For example, a property on a steep slope with larger vegetation will require greater spacing between trees and shrubs than a level property that has small, sparse vegetation. r 2 2a: Grasses Ideally, grass should not exceed four inches in height. In situations where these fuels are isolated from other fuels or where necessary to stabilize soil, grasses and forbs may reach a height of 18 inches. 2a: Horizontal Clearance for Shrubs and Trees Uncleared ground fuels provide an open freeway for the rapid spread and increased intensity of fire. Clearance between shrubs should be 4 to 40 feet depending on the slope of the land and sire and type of vegetation. Check the chart below for an estimation of clearance distance. Any questions regarding requirements for a specific property should be addressed to your local fire official. From edge of one shrub to the edge of the next Flat to mild slope (o% to 20% slope) Two times (2x) the height of the shrub (Two shrubs 2' high should be spaced 4' apart) Mild to moderate slope (20% to 40% slope) Four times (4x) the height of the shrub (Two shrubs 2' high should be spaced 8' apart) 8, T an �r -• i a �...'s!. Moderate to steep slope (greater than 40% slope) 1 Six times (6x) the height of the shrub (Two shrubs 2' high should be spaced t2 t2' apart) �( . T 2' 1 From edge of one tree canopy to the edge of the next Flat to mild slope (o% to 20% slope) o . n to feet Mild to moderate sl (20% to 40% slope) 20 feet Moderate to steep s (greater than 40% slOF 30 feet YOUR RESPONSIBILITY - California law (PRC 4291) requires property owners and/or occupants to create 100 feet of DEFENSIBLE SPACE around homes and buildings.* YOUR GOAL - TO CREATE A: Lean, Clean and Green Zone An area of 30 feet immediately surrounding your home. Reduced Fuel Zone The fuel reduction zone in the remaining 70 feet (or to the property line). 'Compliance to PRC 4291 is required by any person who owns, leases, controls, operates or maintains a building or stn¢ttire in or adjoining any mountainous area, forest -covered lands, bash -covered lands, grass -covered lands orally land that is covered with flantntablc material and is within the State Responsibility Area. PRC 4291 requires 100 ject of Defensible Space (or to the property line if less than 100 feet) from every building or structure that is wed for support or shelter of any use or occupancy. Owner, lessee or operator must also comply with all existing environmental protection laws and must obtain all necessary permits. Contact your local resource or planning agency officials to ensure compliance with federal, state and local requirements. 0 'aa: Vertical Clearance for Shrubs and Trees Low branches create "ladders" from the ground fuels to the trees. To determine the proper vertical clearance between shrubs and the lowest branches of trees, use the formula below. X HEIGHT OF SHRUB = MINIMUM VERTICAL CLEARANCE Example: A five foot shrub is growing near a tree. 3 x 5 =15 feet of clearance needed between the top of the shrub and the lowest tree branches. 3x height of shrub to lowest branches of tree. Note: A grouping of vegetation may be treated as a single plant if the foliage of the grouping does riot exceed 10 feet in width. For example, three individual rnanzanita plants growing in a cluster with a total foliage width of 8 feet can be "grouped" and considered as one plant. zb: Defensible Space vAt;h Continuous Tree Canopy To achieve Defensible Space while keeping a larger stand of trees with a continuous tree canopy, adhere to the guidelines below: , • Prune lower branches of trees to a height of six to 15 feet from the top of the vegetation below (or the lower 1/3 of branches for small trees). Properties with greater fire potential such as steeper slopes or more severe fire danger will require pruning heights in the upper end of this range. - Remove all ground fuels greater than four inches in height. Single specimens of trees or other vegetation may be kept if they are well -spaced, well -pruned and create an overall condition that avoids the spread of fire to other vegetation or to structures. May, 20o6 4 WHEN CREATING DEFENSIBLE SPACE, KEEP THESE SAFETY TIPS IN MIND: • All equipment with an internal combustion engine must be equipped with an approved and operable spark arrestor. Metal blades striking rocks can create sparks and start fires. Use caution. To protect water quality and habitat do not remove vegetation associated with water, avoid using heavy equipment near waterways and do not clear vegetation near waterways to the bare mineral soil. Keep soil disturbance to a minimum. 'OTHER HINTS TO SECURE A LEAN, CLEAN AND GREEN ZONE: Select less Flammable plants for your Lean, Clean and Green Zone: Shorter plants (less than 2 feet) are safer than taller ones. If kept green, herbaceous plants (grass and non -woody Flowers) are better choices than shrubs and trees. If planting shrubs and trees, choose deciduous (trees that shed their leaves) ones over evergreens. Avoid planting juniper, pine and palms. • Remove tree limbs that are touching the house or deck, or are within 10 feet of the chimney. If limbs are encroaching on overhead lines, contact your telephone or power company for removal. • Use hard surfaces (concrete, stone, asphalt, brick, etc.) in your landscaping. • Clear ALL flammable vegetation from within 10 feet of propane tanks. 5 TABLE OF CONTENTS TOC ------------------------------------------------- Project Title.......... DON WATTS Date..03/27/07 16:09:47 Project Address........ OAKCREST DR. ******* --------------------- OROVILLE CA. *v7.20* Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. -------------------------------------------------==========___________________ MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -TOC User#-MP2246 User -Barry Rubanoff Run-WATTS ----------------------------------------------------------=-------------------- TABLE OF CONTENTS ----------------- Report Page FORM CF -1R................ 1 FORM MF -1R ................. 7 HVAC SIZING ............... 11 BUTTE 0,0UNTY BUILDING DMSION PP �o F B'UT'TE COUN'T'Y MAR 2 8 2007 DEVELOPMENT SERVICES CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 Project Title.......... DON WATTS Date..03/27/07 16:09:47 Project Address........ OAKCREST DR. ******* --------------------- OROVILLE CA. *v7.20* Documentation Author... BARRY RUBANOFF - ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. ---------------------- ----------------------------------------------- MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -FORM CF -1R I User#-MP2246 User -Barry Rubanoff Run-WATTS ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS7 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kTDV/sf-yr) ----------------------- Design ---------- Design ---------- Margin = ---------- _ _ = Space Heating.......... 61.19 51.74 9.45 = = Space Cooling.......... 86.41 84.63 1.78 = = Water Heating.......... 28.31 28.31 0.00 = = Total 175.91 164.68 11.23 = *** Building complies with Computer Performance GENERAL INFORMATION ------------------- HERS Verification.......... Not Required Conditioned Floor Area..... 2264 sf Building Type .............. Single Family Detached Construction Type ......... Existing+Addition+Alteration Vintage Assumptions ....... Before 1978 Fuel Type ................. NaturalGas Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units..., 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 2 19374 cf 448 sf 33.4 % of floor area 0.7 Btu/hr-sf-F 0.52 8.6 ft CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 ------------------------------------------------ Project Title.......... DON WATTS Date..03/27/07 16:09:47 MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-WATTS ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION Length F2 Surface (ft) Factor ------------ ------ -------- ADD - New (Added) 17 SlabEdge 60 0.730 PERIMETER LOSSES ---------------- Appendix Insul Solar IV Location/ R-val Gains Reference Comments ------- ----- --------- ---------------------- R-0' No IV.26 Al Floor # of # of Cond- Thermo- Vent Vent Verified Area Volume Dwell Peop- it- stat Height Area Leakage or Zone Type -------------- (sf) ----- (cf) Units ------ ----- le ioned Type (ft) (sf) Housewrap HOUSE - Existing ----- ----- -------- ----- ------- ---------- Residence 1816 14600 0.80 3.2 Yes Setback 2.0 Standard No ADD - New (Added) Residence 448 4774 0.20 0.8 Yes Setback 2.0 Standard No OPAQUE SURFACES U- --------------- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains IV Location/ Surface Type (sf) or R-val R-val Azm Tilt Reference Comments ------------ ----- HOUSE - Existing ---- ----- ----- ----- --- ---- --- --------- -------------- 1 Wall Wood 84 0.110 it 0 270 90 Yes IV.9 A2 2 Wall Wood 163 0.110 11 0 270 90 No IV.9 A2 3 Wall Wood 82 0.110 11 0 0 90 Yes IV.9 A2 5 Wall Wood 374 0.110 11 0 90 90 Yes IV.9 A2 8 Wall Wood 156 0.110 11 0 180 90 Yes IV.9 A2 9 Wall Wood 140 0.110 '11 0 180 90 No IV.9 A2 11 Roof Wood 1816 0.048 19 0 n/a 0 Yes IV.1A14 13 Door Other 20 0.500 0 0 270 90 Yes IV.5.A4 14 Door Other 17 0.500 0 0 270 90 No IV.5 A4 15 Door Other 17 0.500 0 0 90 90 Yes IV.5 A4 16 Floor Wood 1816 0.099 0" 0 n/a 0 No IV.20 Al HOUSE - Deleted 6 Wall Wood 207 0.110 11 0 90 90 Yes IV.9 A2 ADD - New (Added) 4 Wall Wood 79 0.074 19 0 0 90 Yes IV.9 A5 7 Wall Wood 151 0.074 19 0 90 90 Yes IV.9 A5 10 Wall Wood 68 0.074 19 0 180 90 Yes IV.9 A5 12 Roof Wood 448 0.048 19 0 n/a 0 Yes IV.1 A14 Length F2 Surface (ft) Factor ------------ ------ -------- ADD - New (Added) 17 SlabEdge 60 0.730 PERIMETER LOSSES ---------------- Appendix Insul Solar IV Location/ R-val Gains Reference Comments ------- ----- --------- ---------------------- R-0' No IV.26 Al CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 Project Title.......... DON WATTS Date..03/27/07 16:09:47 I MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -FORM CF-iR I ------------------User#-MP2246 User -Barry Rubanoff Run-WATTS ---------------------------------------------------------- FENESTRATION SURFACES --------------------- Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments HOUSE - Existing 1 Wind Front (W) 4 Wind Front (W) 7 Wind Left (N) 10 Wind Left (N) 13 Wind Left (N) 16 Wind Left (N) 20 Wind Back (E) 23 Wind Back (E) 26 Wind Back (E) 28 Wind Back (E) 37 Wind Right (S) HOUSE - New (Added) 3 Wind Front (W) 6 Wind Front (W) 9 Door Left (N) 12 Wind Left (N) 15 Wind Left (N) 18 Wind Left (N) 22 Wind Back (E) 25 Wind Back (E) HOUSE - Deleted 2 Wind Front (W) 5 Wind Front (W) 8 Wind Left (N) 11 Wind Left (N) 14 Wind Left (N) 17 Wind Left (N) 21 Wind Back (E) 24 Wind Back (E) 27 Wind Back (E) 29 Wind Back (E) ADD - New (Added) 19 Door Left (N) 30 Wind Back (E) 31 Wind Back (E) 32 Wind Back (E) 33 Wind Back (E) 34 Wind Back (E) 35 Wind Back (E) 36 Wind Back (E) 38 Wind Right (S) 39 Door Right (S) 60.0 1.260 0.750 270 90 Standard F1/Metal Operable 32.0 1.260 0.750 270 90 Standard F2/Metal Operable 40.0 1.260 0.750 0 90 Standard L1/Metal Operable 9.0 1.260 0.750 0 90 Standard L2/Metal Operable 9.0 1.260 0.750 0 90 Standard L3/Metal Operable 20.0 1.260 0.750 0 90 Standard L4/Metal Operable 20.0 1.260 0.750 90 90 Standard B1/Metal Operable 20.0 1.260 0.750 90 90 Standard B2/Metal Operable 40.0 1.260 0.750 90 90 Standard B3/Metal Operable 9.0 1.260 0.750 90 90 Standard B4/Metal Operable 20.0 0.390 0.370 180 90 Standard R1/Vinyl/Operable Low E2 60.0 0.390 0.370 270 90 Standard 32.0 0.390 0.370 270 90 Standard 40.0 0.390 0.370 0 90 Standard 9.0 0.390 0.370 0 90 Standard 9.0 0.390 0.370 0 90 Standard 20.0 0.390 0.370 0 90 Standard 20.0 0.390 0.370 90 90 Standard 20.0 0.390 0.370 90 90 Standard F1/Vinyl/Operable Low E2 F2/Vinyl/Operable Low E2 L1/Vinyl Patio Door Low L2/Vinyl/Operable Low E2 L3/Vinyl/Operable Low E2 L4/Vinyl/Operable Low E2 B1/Vinyl/Operable Low E2 B2/Vinyl/Operable Low E2 60.0 1.260 0.750 270 90 Standard F1/Metal Operable 32.0 1.260 0.750 270 90 Standard F2/Metal Operable 40.0 1.260 0.750 0 90 Standard L1/Metal Operable 9.0 1.260 0.750 0 90 Standard L2/Metal Operable 9.0 1.260 0.750 0 90 Standard L3/Metal Operable 20.0 1.260 0.750 0 90 Standard L4/Metal Operable 20.0 1.260 0.750 90 90 Standard B1/Metal Operable 20.0 1.260 0.750 90 90 Standard B2/Metal Operable 40.0 1.260 0.750 90 90 Standard B3/Metal Operable 9.0 1.260 0.750 90 90 Standard B4/Metal Operable 33.0 0.530 0.650 0 90 Standard L5/Vinyl/Wood Patio Door 18.0 0.390 0.370 90 90 Standard B4/Vinyl/Operable Low E2 24.0 0.390 0.370 90 90 Standard B5/Vinyl/Operable Low E2 24.0 0.390 0.370 90 90 Standard B6/Vinyl/Operable Low E2 24.0 0.390 0.370 90 90 Standard B7/Vinyl/Operable Low E2 24.0 0.390 0.370 90 90 Standard B8/Vinyl/Operable Low E2 18.0 0.390 0.370 90 90 Standard B9/Vinyl/Operable Low E2 58.0 0.370 0.390 90 90 Standard B10/Vinyl/Fixed Low E2 24.0 0.390 0.370 180 90 Standard R2/Vinyl/Operable Low E2 20.0 0.530 0.650 180 90 Standard R3/Vinyl/Wood Patio Door CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 -------------------------------------- Project Title.......... DON WATTS Date..03/27/07 16:09:47 MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-WATTS ------------------------------------------------------------------------------- SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ ADD - New (Added) Standard Slab 448 HVAC SYSTEMS ------------ verified HVAC SIZING Number Verified Verified Verified Verified Maximum System of Minimum Design Refrig Charge Adequate Fan Watt Cooling Type Systems Efficiency EER . or TXV Airflow Draw Capacity ------------ ------- HOUSE - Existing ----------- ----- ---------- --- -------- -- ------ -------- HPSplit 0.80 6.60 HSPF n/a n/a n/a n/a n/a ACSplit 0.80 10.00 SEER NO No No NO No ADD - New (Added) (Added) HPSplit HPSplit 0.20 6.60 HSPF n/a n/a n/a n/a n/a ACSplit 0.20 10.00•SEER• No NO No No No HVAC SIZING Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling System Load Load Capacity Capacity Type ------------- (Btu/hr) ---------- (Btu/hr) ---------- (Btu/hr) ---------- (Btu/hr) ---------- HOUSE - Existing HPSplit 59731 n/a n/a n/a ACSplit n/a 49104 59259 n/a ADD - New (Added) HPSplit 14424 n/a n/a n/a ACSplit n/a 17006 20523 n/a ------------- Total ---------- 74155 ---------- 66111 ---------- 79782 ---------- n/a Sizing Location............ OROVILLE RS Winter Outside Design....... 25 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 75 F Summer Range ............... 37 F• CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 ------------------------- Project Title.......... DON WATTS Date..03/27/07 16•:09:47 --------------------------------------------------- MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-WATTS -------------------------------------------------------------------------------- DUCT SYSTEMS WATER HEATING SYSTEMS Number Tank Verified Verified Verified System Duct Duct Duct Surface Buried Type Location R -value Leakage Area Ducts- ------------------------ HOUSE - Existing ------- ------- ------'-- --------- HPSplit Attic R-4.2 No No No ACSplit Attic R-4.2 No No No ADD - New (Added) HPSplit Attic R-4.2 No No No ACSplit Attic R-4.2 No No No WATER HEATING SYSTEMS REMARKS Number Tank External Heater in Energy Size Insulation Tank Type Type Distribution Type --------------=- -------- ------------------- System Factor (gal) -------- ------ R -value ---------- STORAGE ELEC - Existing ------ 1 Storage Electric Standard 1 0.864 40 R- n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD--------^CF_1R J Date .03/27/07 Project Title.......... DON WATTS I MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05- Program -FORM CF -1R User##-MP2246 User -Barry Rubanoff Run -WATTS COMPLIANCE STATEMENT This certificate of compliance lists the building features specifications needed to comply with Title -24, Parts1 California Code of Regulations, and the administrative implement them. This certificate has been signed by the overall design. responsibility. DESIGNER or OWNER Name.... DON WATTS Name.... Company. OWNER/BUILDER Company. Address. 3/z Address. Phone... Phone... License. Signed.. !� �-fwf� 3-z�"D� Signed.. (date) ENFORCEMENT AGENCY Name.... Title,.. Agency.. Phone... Signed.. (date) I and perfore and 6 of regulation: individual DOCUMENTATION AUTHOR BARRY RUBANOFF Barry Rubanoff P.O. Box 1123 Berry Creek, CA ,95916 530-589-4102 4 date) Page 6 _6:09:47 nance the to with MANDATORY MEASURES CHECKLIST: RESIDENTIAL. MF -1R Page 7 -- -------------------------------- Project Title ......... DON WATTS Date..03/27/07 16:09:47 Project Address........ OAKCREST DR. ******* --------------------- OROVILLE CA. *v7.20* Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-WATTS ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless. of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (*). When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES n/a *150(a): Minimum R-19 insulation in wood framed ceiling or .equivalent U -factor in metal frame ceiling 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls) *150(d): Minimum R-13 raised floor insulation in framed floors, / or equivalent U -factor N_ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door covering the entire opening of the 'firebox b. Outside air intake with damper and control, flue damper and control 2. No continuous burning gas pilot lights allowed 150(f): Air retarding wrap installed to comply with Sec. 151 meets requirements specified in ACM Residential Manual '150(g): Vapor barriers mandatory in Climate Zones 14,16 only /1,.,-, 150(1): Slab edge insulation - water absorption rate for the insulation material without facings no greater than 0.30, water vapor permeance rate no greater than 2.0 perm/inch 118: Insulation specified or installed meets insulation quality standards. Indicate type and include CF -6R form 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage 2. Fenestration products (except field -fabricated) have De- En- sign= force- er ment '_- Az MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 8 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... DON WATTS ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Date..03/27/07 16:09:47 MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -FORM MF-iR User#-MP2246 User -Barry Rubanoff Run -WATTS label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed _�✓ SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES De- En- sign- force n/a er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA 150(1): Setback thermostat on all applicable heating and/or cooling systems 150(j): Water system pipe and tank insulation and cooling systems line insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R12 or greater. 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 internal and indicated on the , exterior of the tank showing the R -value 3. The following piping is insulated according to Table 15 -A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes shall be insulated to Table 150B 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A 4. Steam hydronic heating systems or hot water systems,>15 psi meet requirements of Table 123-A 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance and wind 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely In conditioned space 7. Solar water -heating systems/collectors are certified by tt e Solar Rating and Certification Corporation >zn� *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply-air'and return -air ducts and plenums are insulated to a minimum installed -level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-iR Page 9 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... DON WATTS Date..03/27/07 16:09:47 ------------------------------------------------------ MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run -WATTS ------------------------------------------------------------------------------- UL 181A, or UL 181B or aerosol sealant that meets the requirements of'UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause / reductions in the cross-sectional area of the ducts 3. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands 4. Exhaust fan systems have back draft or automatic dampers 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers 6. Protection of Insulation. Insulation shall be protected from damage due to sunlight, moisture, equipment mainten- ance and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water' retardant and provides shielding from solar radiation that can cause degradation of the material_ 7. Flexible ducts cannot have porous inner cores 114: Pool and Spa Heating Systems and Equipment l.'A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the heater, weatherproof operating instructions, no electric resistance heating and no pilot light 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) 118(i): Cool Roof material meets specified criteria RESIDENTIAL LIGHTING MEASURES De- En- sign- force n/a er ment 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballast for lamps 13 watts or greater are electronic and have an output frequency no less than 20 kHz MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 10 Project Title.......... DON WATTS Date..03 27 07 16:09:47 MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -FORM MF -1R User#7MP2246 User -Barry Rubanoff Run -WATTS ------------------------------------------------------------------------------- 150.(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, luminaire has factory installed HID ballast 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to .50 percent of the wattage, as determined in Sec. 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) that does not turn on automatically or have an always on option 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility ' rooms shall be high efficacy luminaires (except closets less than 70 ft2), OR are controlled by a dimmer switch OR are controlled by an occupant sensor(s) that complies with Section 119(d) that does not turn on automatically or have an always on option 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC), and are certified air tight to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not in- cluding lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d) 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sec. 130, 132, and 147. Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Sec. 130, 131, and 146 150(k)8: Permanently installed lighting in the enclosed, non - dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) HVAC SIZING HVAC Page 11 Project Title.......... DON WATTS Date..03/27/07 16:09:47 Project Address........ OAKCREST DR. ******* --------------------- OROVILLE CA. *v7.20* Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry.Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -HVAC SIZING User#-MP2246 User -Barry Rubanoff Run-WATTS -------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 2264 sf Volume ..................... 19374 Cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 25 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design...:... 75 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction.....:. 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment., oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description ----------- (Btu/hr) (Btu/hr) ----------- --------------------------------- Opaque Conduction and Solar...... 25270 9942 Glazing Conduction and Solar..... 23689 34578 Infiltration............ ....... 9757 3728 Internal Gain .................... n/a 2520 Ducts ............................ 15439 15343 ----------- Sensible Load .................... ----------- 74155 66111 Latent Load ...................... n/a 13672 Minimum Total Load ----------- 74155 ----------- 79782 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment., oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. r HVAC SIZING HVAC Page 12 Project Title.......... DON WATTS Date..03/27/07 16:09:47 __________________________________________________________________ MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -HVAC SIZING User#-MP2246 User -Barry Rubanoff Run-WATTS ------------------------------------------------------------------------------- HEATING AND COOLING LOAD SUMMARY BY ZONE ---------------------------------------- ZONE 'HOUSE' Floor Area ....................... 1816 sf Volume ........................... 14600 cf Description Opaque Conduction and Solar...... Glazing Conduction and Solar..... Infiltration ..................... Internal Gain .................... Ducts ............................ Sensible Load .................... Latent Load ...................... Minimum Zone Load ZONE 'ADD/N' Heating (Btu/hr) 20747 18722 7827 n/a 12436 59731 n/a 59731 Floor Area ....................... 448 sf Volume ........................... 4774 cf Description Opaque Conduction and Solar...... Glazing Conduction -and Solar..... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load....... ............. Latent Load ...................... Minimum Zone Load Heating (Btu/hr) 4523 4968 1931 n/a 3003 14424 n/a 14424 Cooling (Btu/hr) 8243 24458 2991 2016 11396 49104 10155 59259 Cooling (Btu/hr) 1699 10119 738 504 3947 17006 3517 20523 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: 19 OAKCREST DR Owner: Permit No: B07-0244 APN: 069-330-017 CLARK, THOMAS J ETAL Issued Date: 03/09/2007 By AAM Permit type: MISCELLANEOUS 19 OAKCREST DR Subtype: Room Addn-First Stry OROVILLE, CA 95966 Expiration Date: 03/08/2008 Description: ENCLOSE PATIO TO SUNROOM 4, (530) 370-1287 Occupancy: Zoning: AR1 Contractor Applicant: Square Footage: - OWNER DONALD WATTS Building Garage Remdl/Addn, 11 OAKCREST DR 448 OROVILLE, CA 95966 Other Porch/Patio Total (530)589-4131 448 FEE INFORMATION DB SRA Fire Plan Check Fee $109.98 DBEH Building Review Fee $75.70 DBF Room Addition - First Stor $340.94 DBFIRE Fire Inspection (SRA) R $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Room Addition -First Stor $511.41 DBSMIP Residential $2.91 Total Charged: $1,246.34 Fees Paid: $1,246.34 Balance Due: $0.00 Receipt No: B2116 " 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 OWNER / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 03/09/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date -11, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FORare not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Z�--W I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: . (This section need not a completed if the permit is or once hundred dollars ($100) or ess. ❑ I AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X J. V� ( 03/09/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those `' wner's Signature Date rovisions. XI (;,J'a 03/09/2007 I hereby certify that I have read this application and slate that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building S gnature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL. PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and damage caused arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) I hereby t is the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or 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 error am a horized to act on the roperty owner's behalf. a � C 03/09/2007 CONSTRUCTION LENDING AGENCYrope 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for NNameof Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ, code) Owner Contractor OR. Agent for Owner Agent for Contractor FILE COPY Lender's Address City State zip C BUTTE -COUNTY O��T��0. DEPARTMENT OF DEVELOPMENT SERVICES 0 0 BUILDING PERMIT APPLICATION 0 0 OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 0 0 o = 0 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION c y Website: www.buttecounty.net/dds , UN **PLEASE PRINT CLEARLY* OWNER INFORMATION Last Nam First Name^ Mailing Address k ` 0?4-S A City State Zip Phone 3 70 _ Fax E-mail APPLICANT INFORMA TION CONTRACTOR Name Address 0 AW C Address City City Zip Sfate Zip Phone Fax E-mail Lic. # Class APPLICANT INFORMA TION ARCHITECT/ENGINEER Name Address 0 AW C Address City City Zip State Zip Phone Fax E-mail State License Number APPLICANT INFORMA TION Name j2 52 A 4d MIA 6 Address 0 AW C - 4-� T City Stat p Zip Phone . / /� I T l Fax ^ C) E-mail APPLICANT SIIGGNwATURE X PERMIT NO. SO7-� BIN # PROJECT LOCATION AP# Property, ress ' City 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 0 DESCRIPTION OR SCOPE OF WORK: ^C,/0s ✓b Ad - Sq FT- Living Garage Open Cov ❑ • Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning FloodZone SRA Yes No Occ. Type :Const. Butte County Department of 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 PERMIT APPLICATION DATA SHEET Reference Number: B07-0244 Date: 02/08/2007 Location: 19 OAKCREST DR By: TMP Parcel Number: 069-330-017 Sub Type: Room Addn-First Str Owner Name: CLARK, THOMAS J ETAL Phone: (530) 370-1287 Description: INCLOSE PATIO TO SUNROOM 448 SOFT. ❑ E] The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. ; Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 M PARKS & RECREATION DISTRICTS ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ E] Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530).533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 Signature of Property Owner: �ey Ic L".9 'Z� Date: 02/08/2007 FILE SCHOOL DISTRICTS E:] Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 M Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 0 m Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 M Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 ❑ Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Qq( 1:1 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000' Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER E] E] Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions F1 City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 [� Other: - Other: y Other: Signature of Property Owner: �ey Ic L".9 'Z� Date: 02/08/2007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-0244 Date: 02/08/2007 Location: 19 OAKCREST DR By: TMP Parcel Number: 069-330-017 Sub Type: Room Addn-First Str Owner Name: CLARK, THOMAS J ETAL Phone: (530) 370-1287 Description: INCLOSE PATIO TO SUNROOM 448 SQ.FT. By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: 4-4�'&s (i�7 4 w Title: / FILE Date: 02/08/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 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://municipalcodes.lexisnexis.com/codesibutteco/ Reference Number: B07-0244 Location: 19 OAKCREST DR Parcel Number: 069-330-017 Owner Name: CLARK, THOMAS J ETAL Description: INCLOSE PATIO TO SUNROOM 448 SQ.FT. Date: 02/08/2007 Phone: (530) 370-1287 Signature of Property Owner: 0-1r,,((�_ Uj Q/pi4 Date: 02/08/2007 FILE BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-0244 Job Address: 19 OAKCREST DR Contractor: OWNER Printed: 02/08/2007 12:08 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 02/08/2007 $75.70 DBFIRE Fire Inspection (SRA) R 0100-450001-4617240-1010 $102.70 02/08/2007 $102.70 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 02/08/2007 $102.70 DB SRA Fire Plan Check Fee 0010-440001-4210500-1010 $109.98 02/08/2007 $109.98 DBMSC Room Addition -First Stor 0010-440001-4210500-1010 $511.41 DBF Room Addition - First Stor 0010-440001-4210500-1010 $340.94 02/08/2007 $340.94 DBSMIP Residential 1001-0-280-1011298 $2.91 Printed By: Tammie Powell 19246.34 $732.02 Balance Due: $514.32 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. Date: 02/08/2007 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) 538-760 a ephone (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 PLAN TO n?VVIDE T OR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. (YES 0 . �C �C 2. I (HAVE VE NO SIGNED AN APPLICATION FOR A BUILDING PERMIT OR HE PROPOSED WORK. ( '' �- b br•� .�Pc.l o c2 �e cue r►� t s A�Svr [n�q ire 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: rl9 f NAME ADDRESS CITY O PHONE CONTRACTORS LICENSE NO Qco r cyto 0 S -7b-0 'C-bV'() i Oe - 4. 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE C b THE MAJOR WORK: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: INCLOSE PATIO TO SUNROOM 448 SQ.FT. �O5o v-6 lis mI�� Reference Number: B07-0244 72C(59SL�,�=f t'( C9 C9 +`— �{�'t- ►�[U i—G Applicant Name: DONALD WATTS r Po -se Owner's Name: CLARK, THOMAS 3 ETAZ , rn a AP # : 069-330-017 Signature of Property Owner: 00wa.f4. � ��_ Date: v ,o� TABLE OF CONTENTS TOC Project Title.......... DON WATTS Date...02/04/07 19:53:'42. Project Address........ OAKCREST DR. ******* -- - ---- `- OROVILLE CA. *v7..20* Documentation Author... BARRY RUBANOFF ****`*** Buildia Pe t,( Barry Rubanoff`� P.O. Box 1123 Plan Check/ Date Berry Creek, CA 95916 530-589-4102 Field Check/.Date Climate Zone........... 11 ----=--------------- Compliance Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp,`Inc,..., MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -TOC User#-MP2246 User -Barry Rubanoff Run -WATTS I TABLE OF CONTENTS Report Page FORM CF -1R............ 1 FORM MF -1R ................ 7 HVAC SIZING ................ 11 ' . ��I N g elf' APPROVED, CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R `­Page.1 ---------------------------------------------------- --------------------------------------------------------- Project Title.......... DON WATTS Date..02/04/07 19:53:42 ------------ Project Address........ OAKCREST DR. ******* --- -- OROVILLE CA. *v7.20* Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date. Climate Zone........... 11 ---.------------------ Compliance Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp,.'.Inc. MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run -WATTS L' MICROPAS7 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance, _ _ (kTDV/sf-yr) Design Design Margin = Space Heating.......... 71.29 62.06 9..23.... _ = Space Cooling.......... 102.49 105.31 -2.82 _. - Water Heating.......... 28.31 28.31-. 0..00 = = Total 202.09 195.68 6.41 = _ *** Building complies with Computer Performance GENERAL INFORMATION ------------------- HERS Verification.......... Not Required Conditioned Floor Area..... 2264 sf Building Type .............. Single Family Detached Construction Type ......... Existing+Addition+Alteration Vintage Assumptions ....... Before 1978 Fuel Type ................. NaturalGas Building Front Orientation. Front Facing 27U deg (W) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear ��. Floor Construction Type.... Slab On Grade Number of Building Zones... 2 Conditioned Volume......... 19374 cf,�'? (? . �Av Slab -On -Grade Area ......... 448 sf Glazing Percentage......... 33.4 %- of floor area . Average Glazing U -factor... 0.7 Btu/hr-sf-F Average Glazing SHGC....... 0.52 Average Ceiling Height..... 8.6 ft CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 Praject Title.......... DON WATTS Date..02/04/07 19:53:42. - MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -FORM CF -1R ------------------------ User#-MP2246 - User -Barry Rubanoff Run -WATTS -------------------------------------------- BUILDING ZONE INFORMATION Floor # --------------- of # of Cond- Thermo-, Vent Vent Verified Area Volume Dwell Peop- it- stat Height Area. Leakage'or:; Zone Type (sf) (cf) Units le ioned Type (ft) (sf) Housewrap HOUSE - Existing Residence 1816 14600 0.80 3.2 Yes Setback 2.0 Standard No ADD - New (Added) Residence 448 4774 0.20 0.8 Yes Setback 2.0,Standard No OPAQUE SURFACES U- --------------- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains IV Location/ Surface Type (sf) or R-val R-val Azm ----- --- Tilt ---- --- Reference Comments --------- -------------- ------------ HOUSE - ----- Existing ---- ----- ----- 1 Wall Wood 84 0.110 11 0 270 90 Yes IV.9 A2 2 Wall Wood 163 0.110 11 0 270 90 No IV.9 A2 3 Wall Wood 82 0.110 11 0 0 90 Yes IV.9 A2 5 Wall Wood 374 0.110 11 0 90 90 Yes IV:9 A2 8 Wall Wood 156 0.110' 11 0 180 .90 Yes..IV.9'A2 - 9 Wall Wood 140 0.110 11 0 180 90 No..IV:9 A2 11 Roof Wood 1816 0.048 19 0 n/a 0 Yes IV.1 A14 - 15 Door Other 20 0.500 0 0 270 90 Yes IV.5 A4 16 Door Other 17 0.500 0 0 270 90 No IV.5 A4 . 17 Door Other 17 0.500 0 0 90 90 Yes IV.5 A4 18 Floor Wood 1816 0.099 0 0 n/a 0 No. 'IV_:20. Al HOUSE - New (Added) 13 Roof Wood 1816 0.025 38 0 n/a 0 Yes IV.1 A18 HOUSE - Deleted 6 Wall Wood 207 0.110 11 0 90. g0 Yes IV.9 A2. 12 Roof Wood 1816 0.048 19 0 n/a 0 Yes IV A A14 ADL - New (Added) 4 Wall Wood 79 0.074 19 0 0 90 Yes IV.9 A5 7 Wall Wood 151 0.074 19 0 90 90 Yes IV.9 A5 10 Wall Wood 68 0.074 19 0 180 90 Yes IV.9 A5 14 Roof Wood 448 0.305 0 0 n/a O Yes yIV El �A11��� 'A` •i� , �; ilk ,'(: '- - r CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page `3 Project Title.......... DON WATTS Date..02/04/07 19:53:42 MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -FORM -CF -1R User#-MP2246 User -Barry. Rubanoff Run -WATTS I. ----------------------------------------------------------------------------- PERIMETER LOSSES Appendix Length F2 Insul Solar IV Location/ Surface (ft) Factor R-val Gains Reference Comments ADD - New (Added) 19 S1abEdge 60 0.730 R-0 No IV.26 Al FENESTRATION SURFACES --------------------- Exterior Area U- Act Shade . Orientation (sf) factor SHGC Azm Tilt Type Location/Comments HOUSE - Existing 1 Wind Front (W) 60.0 1.260 0.750 270 90 Standard F1/Metal Operable-; 4 Wind Front (W) 32.0 1.260 0.750 270 90 Standard F2/Metal.Operable, 7 Wind Left (N) 40.0 1.260 0.750 0 90 Standard Ll/Metal Operable 10 Wind Left (N) 9.0 1.260 0.750 0 90 Standard L2/Metal Operable 13 Wind Left (N) 9.0 1.260 0.750 0 90 Standard L3/Metal Operable. 16 Wind Left (N) 20.0 1.260 0.750 0 90 Standard L4/Metal Operable 20 Wind Back (E) 20.0 1.260 0.750 90 90 Standard B1/Metal Operable 23 Wind Back (E) 20.0 1.260 0.750 90 90 Standard B2/Metal Operable 26 Wind Back (E) 40.0 1.260 0.750 90 90 Standard B3/Metal Operable 28 Wind Back (E) 9.0 1.260 0.750 90 90 Standard B4/Metal Operable 37 Wind Right (S) 20.0 0.390 0.370 180 90 Standard R1/Vinyl/Operable Low E2 HOUSE - New (Added) 3 Wind Front (W) 60.0 0.390 0.370 270 90 Standard F1/Vinyl/Operable Low E2 6 Wind Front (W) 32.0 0.390 0.370 270 90 Standard F2/Vinyl/Operable Low E2 9 Door Left (N) 40.0 0.390 0.370 0 90 Standard L1/Vinyl Patio Door Low 12 Wind Left (N) 9.0 0.390 0.370 0 90 Standard L2/Vinyl/Operable.Low E2- 15 Wind Left (N) 9.0 0.390 0.370 0 90 Standard L3/Vinyl/Operable Low E2 18 Wind Left (N) 20.0 0.390 0.370 0 90 Standard L4/Vinyl/Operable Low E2 22 Wind Back (E) 20.0 0.390 0.370 90 90 Standard B1/Vinyl/Operable.Low E2 ; 25 Wind Back (E) 20.0 0.390 0.370 90 90 Standard B2�/Vi-nyl/Oper:able•Low E2' HOUSE - Deleted 2 Wind Front (W) 60.0 1.260 0.750 270 90 Standard F1%Me`tal)°dperabfdOf,RJ 5 Wind Front (W) 32.0 1.260 0.750 270 90 Standard F2/Metal Operable 8 Wind Left (N) 40.0 1.260 0.750 0 90 Standard L1/Meta-1 Operalile 11 Wind Left (N) 9.0 1.260 0.750 0 90 Standard L2/Metal Operable 14 Wind Left (N) 9.0 1.260 0.750 0 90 Standard L3/Metal.Operable 17 Wind Left (N) 20.0 1.260 0.750 0 90 Standard L4/Metal Operable 21 Wind Back (E) 20.0 1.260 0.750 90 90 Standard BI./Metal-Operable'.. 24 Wind Back (E) 20.0 1.260 0.750 90 90 Standard-B2/Metal Operable 27 Wind Back (E) 40.0 1.260 0.750 90 90 ..Standard B3/Metal Operable 29 Wind Back (E) 9.0 1.260 0.750 90 90 Standard B4%Metal. Operable.: ADD - New (Added) CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-iR:Page'4. ,.- Project Title.......... DON WATTS Date..02/04/07 19:53:42 MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -FORM CF -1R L User#-MP2246 User -Barry Rubanoff Run -WATTS ------ ----- --- ------ - --- - - - - - - - - - -- - - - - - - -- ---- - - - - ------------- FENESTRATION SURFACES --------------------- Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments ------------------ ----- 19 Door Left (N) ----- ----- --- - 33.0 0.530 0.650 0 90 Standard.L5/Vinyl/Wood Patio Door 30 Wind Back (E) 18.0 0.390 0.370 90 90 Standard B4/Vinyl/Operable Low E2 31 Wind Back (E) 24.0 0.390 0.370 90 90 Standard B5/Vinyl/Operable Low E2 32 Wind Back (E) 24.0 0.390 0.370 90 90 Standard B6/Vinyl/Operable Low E2 33 Wind Back (E) 24.0 0.390 0.370 90 90 Standard B7/Vinyl/Operable Low E2 34 Wind Back (E) 24.0 0.390 0.370 90 90 Standard B8/Vinyl/Operable Low E2 35 Wind Back (E) 18.0 0.390 0.370 90 90 Standard B9/Vinyl/Operable Low E2 36 Wind Back (E) 58.0 0.370 0.390 90 90 Standard B10/Vinyl/Fixed Low E2 38 Wind Right (S) 24.0 0.390 0.370 180 90 Standard R2/Vinyl/Operable.Low E2 39 Door Right (S) 20.0 0.530 0.650 180 90 Standard R3/Vinyl/Wood Patio Door SLAB SURFACES ------------- Area Slab Type (sf) ADD - New (Added) Standard Slab 448 HVAC SYSTEMS ------------ Verified Number Verified Verified Verified Verified Maximum" System of Minimum Refrig Charge Adequate Fan Watt..Cooling Type Systems Efficiency EER or TXV .Airflow .Draw . Capacity HOUSE - Existing HP -Split 0.80 6.60 HSPF n/a n/a n/a- n/a n/a ACSplit 0.80 10.00 SEER No No No No No ADD - New (Added) HPSpl.it 0.20 6.60 HSPF n/a n/a n/a n/a n/a ACSplit 0.20 10.00 SEER No No No� J T �3NNoC �����N,�o HVAC SIZING ----------- Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling System Load Load Capacity .Capacity Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) HOUSE - Existing HPSplit 64375 n/a n/a n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-1R Page`,5 Project Title.......... DON WATTS Date..02/04/0.7 19:53:42 MICROPAS7 v7.20 File-WATTS Wth-CTZ11S05 Program-FORM CF-1R I User#-MP2246 User -Barry Rubanoff Run-WATTS I - ------------------------------------------------------------------------- - HVAC SIZING Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling System Load Load Capacity : Capacity. Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) ACSplit n/a 52552 63420 n/a ADD - New (Added) HPSplit 20968 n/a n/a n/a ACSplit n/a 24293 29317 n/a ----------------------- - Total 85343 76845 92737 n/a Sizing Location............ OROVILLE RS Winter Outside Design...... 25 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 75 F Summer Range............... 37 F DUCT SYSTEMS ------------ Verified Verified Verified System Duct Duct Duct Surface Buried. Type Location R-value Leakage Area Ducts ------------------------------------------------------ HOUSE - Existing HPSplit Attic R-4.2 No No No ACSplit Attic R-4.2 No No No ADD - New (Added) HPSplit Attic R-4.2 No No No ACSplit Attic R-4.2 No No. NO WATER HEATING SYSTEMS --------------------- Number Tank -External Heater in Energy Size Insulation Tank Type Type Distribution Type System Fa(Stor''L(gal) a'R-val'ue ------------------------------------------- ------------- ---- STORAGE ELEC - Existing`°+ r�1'1fr_6 1 Storage Electric Standard 1 0.864 40;R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R;. 'Page`..6. Project Title.......... DON WATTS Date... 0,2/04/.07.:19:51:42 MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -FORM CF -1R I User#-MP2246 User -Barry Rubanoff Run -WATTS I. REMARKS COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance . specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with'* overall design responsibility. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... DON WATTS Name.... BARRY RUBANOFF. Company. OWNER/BUILDER Company. Barry Rubanoff' Address. Address. P.O. Box, 1123,°:. Berry Creek, CA 95916 Phone... Phone.., 530-589-4102 License. n e 1I11 Signed.. b.�e�.W01X 7 J a Signed.. _,X(date). (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) BUTTE ��x�A��TY. UILr.- 4- MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 7 - Project Title.......... DON WATTS Date..02/04/07 19:53:42 Project Address........ OAKCREST DR. ******* OROVILLE CA. *v7.20* Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/.Date Climate Zone........... 11 -------------- ----.- Compliance Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, .Inc. MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -FORM MF-lR User#-MP2246 User -Barry Rubanoff Run -WATTS I. ---------------------- - ----------------------------------7--------.- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used.:.more stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (*). When this checklist is incorporated into.the permit;dpcuments, the features noted shall be considered by all parties as minimum''component performance specifications for the mandatory measures'.whether-they are. shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES De- sign- n/a er En- force- ment *150(a): Minimum R-19 insulation in wood framed ceiling or equivalent U -factor in metal frame ceiling 150(b): Loose fill insulation manufacturers labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls) ` *150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have:... �� A. Closeable metal or glass door covering the entire TY opening of the firebox II i�f' � vy b. Outside air intake with damper and control, flue damper and control -0C+>�� 2. No continuous burning gas pilot lights allowed 150(f): Air retarding wrap installed to comply with Sec. 151 meets requirements specified in ACM Residential Manual'��- 150(8):' Vapor barriers mandatory in Climate Zones 14,16 only 150(1): Slab edge insulation - water absorption rate for the. insulation material without facings no greater than 0.30-a, water vapor permeance rate no greater than 2.0 perm/inch Ae2_ 118: Insulation specified or installed meets insulation quality standards. Indicate type and include CF -6R form 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1 Doors and windows between conditioned and unconditioned spaces designed to limit air leakage 7k- 2. Fenestration products (except field -fabricated) have MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 8.. ___________�------------- ----------- Project.Title .......... DON WATTS Date..02/04/07 19:53:42 MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -FORM MF -1R I User#-MP2246 User -Barry Rubanoff Run -WATTS I label with certified U -factor, certified Solar Heat: Gain Coefficient (SHGC), and infiltration certification .3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed 7� SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES De- En- sign- force n/a er ment 110-113. HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commissioni� 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA! 150(i): Setback thermostat on all applicable heating and/or cooling systems 150(j).: Water system pipe and tank insulation and cooling systems line insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R12 or greater 2. Back-up tanks for solar system, unfired storage tanks, o other indirect hot water tanks have R-12 external insulation or R-16 internal and indicated on the exterior of the tank showing the R -value A/ 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to. water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water., pipes shall be insulated to Table 150B 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A� 4. Steam hydronic heating systems or hot water systems >15 p i, meet requirements of Table 123-A -5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance and wind 6. Insulation for chilled water piping and refrigerant suction piping includes a.vapor retardant or is enclosed entirely1 ' in conditioned space ,�- 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air duct1STE COY and plenums are insulated to a minimum installed level,of� R-4.2 or enclosed entirely in conditioned space. Operiings��� VISION shall be sealed with mastic, tape, or other duct-closureV E system that meets the applicable requirements of UL 181,ED MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page.9 Project Title .......... DON WATTS Date 02/04/07 19:53:42 MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run -WATTS -------------------------------------------- I..,. ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic ,or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used 2. Building cavities, support platforms for air handlers, and. plenums defined or constructed with materials other than . sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts 3. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands -- 4. Exhaust fan systems have back draft or automatic dampers 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers 6. Protection of Insulation. Insulation shall be protected from damage due to sunlight, moisture, equipment mainten- ance and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material 7. Flexible ducts cannot have porous inner cores 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the heater, weatherproof operating instructions, no electric resistance heating and no pilot.light 2. System is installed with: a'. At least 36 inches of pipe between filter and heater for future solar heating - b. Cover for outdoor pools or outdoor spas.G -3. Pool system has directional inlets and a circulation pump time switch 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) 118 (i) : Cool Roof material meets specified criteria 13TT�� RESIDENTIAL LIGHTING MEASURES � Its gri= force P n/a . er. ment 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballast for lamps 13 watts or greater are electronic and have an output frequency no less than 20 kHz MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page, -10., Project Title.......... DON WATTS Date.. 02/04/07.19:53:.42 MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -FORM MF -1R User##-MP2246 User -Barry Rubanoff Run -WATTS I ----------------------------------------------- -------------------------- 15'0(k)l ----------------------- ----- -----------------------------150(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, luminaire has factory installed HID ballast 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, as determined in Sec. 130(c), of permanently installed luminaires. ' in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) that does not turn on automatically or have an always on option -150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft2), OR are controlled by a dimmer switch. OR are controlled by an occupant sensor(s) that complies with Section 119(d) that does not turn on automatically or have an always on option 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are certified air tight to ASTM E283 and labeled as. air: tight (AT) to less than 2.0 CFM at 75.Pascals 150(k)6: Luminaires providing outdoor lighting.and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not.in cluding lighting around swimming pools/waterfeatures or. other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d) 150(k)7: Lighting for parking lots for 8 or more vehicles shall -have lighting that complies with Sec. 130, 132, and 147. .Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Sec. 130, 131, and 146 150(k)8: Permanently installed lighting in the enclosed, non - dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) BUTTE COUNTY HVAC SIZING HVAC Page 1.1 Project -Title DON WATTS Date..02/04/07 19:53:42 Project Address........ OAKCREST DR. *******--------------------- . OROVILLE CA. *v7.20* ******* Documentation Author... BARRY RUBANOFF Building Permit #.• Barry Rubanoff P.O. Box 1123 Plan Check /.,Date. Berry Creek, CA 95916 530-589-4102 Field Check/.Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. __ MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program -HVAC SIZING User#-MP2246 User -Barry Rubanoff Run -WATTS GENERAL INFORMATION Floor Area ................. 2264 sf Volume .. ..... ............ 19374 cf Front Orientation.......... Front Facing 270 deg (W): Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 25 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 75 F P NTY Summer Range ............... 37 F r �?� r *Y� Interior Shading Used...... Yes Exterior Shading Used...... Yes J� Overhang Shading Used...... Yes=6y' Latent Load Fraction....... 0.20 - HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 34128 18185 Glazing Conduction and Solar..... 23689!, 34578 Infiltration ..................... 975.7 3728 Internal Gain ................... n/a 2520 Ducts ............................ 17768 17834 Sensible Load .................... 85343 76845 Latent Load ...................... n/a" 15892 Minimum Total Load 85343 92737 Note: The loads shown are only one of the criteria affecting.the selection of HVAC equipment. Other relevant design factors such as air*, -flow,.'' requirements, outside air, outdoor design temperatures, coil.:sizing, availability of equipment, oversizing safety margin, etc., must also be. considered. It is the HVAC designers responsibility to consider, all factors when selecting the HVAC equipment. r HVAC SIZING HVAC'. Page 12.11- Project 2. - Project Title.......... DON WATTS Date:.02/04/07 19-:53:42, MICROPAS7 v7.20 File -WATTS Wth-CTZ11S05 Program=HVAC SIZING User-MP2246 User-Barry Rubanoff Run -WATTS. ----------------------------------------- ---------------------------------HEATING AND COOLING LOAD SUMMARY BY ZONE ----------------------------------------- ZONE 'HOUSE' Floor Area ....................... 1816 sf Volume ........................... 14600 cf Heating Cooling . Description (Btu/hr) (Btu/hr) ------------------------------------------------------- Opaque Conduction and Solar...... 24424 10891 Glazing Conduction and Solar..... 18722 24458 Infiltration ..................... .7827. 2.991 Internal Gain .................... n/a 2016 Ducts ............................ 13403 12196 Sensible Load .................... 64375 52552 Latent Load ...................... n/a 1086$ Minimum Zone Load 64375 .63420 ZONE 'ADD/N' Floor Area ...................... 448 sf Volume ........................... 4774 cf Heating Cooling Description (Btu/hr) (Btu/hr) --------- Opaque Conduction and Solar...... 9704 7294 Glazing Conduction and Solar..... 4968 10.119 _ Infiltration ..................... 1931 738 Internal Gain .................... n/a. 504. Ducts ............................ 4365 5638 Sensible Load .................... 20968 24293 Latent Load ...................... n/a 5024 Minimum Zone Load 20968 29317 ����"pP �Li 9 '.APPROVED:', I C- M Jim Pursell Civil Engineer RCE 60924 Date: 12 -Feb -07 Job Number: 107-02-09 Job Name: Don Watts Job Address: 19 Oak Crest Dr. Oroville, CA Analysis: 2001 CBC Dead Loads Live Loads Roof: Comp. Shingle 6.0 1n" O.S.B. 1.5 Framing 5.0 Insulation 1.0 1/2" Gypsum 2.5 16.0 psf. 16 psf. Wall: Brick Fagade 10.0 3/8" O.S.B. 1.5 Framing 2.5 1/2" Gypsum . 2.5 Insulation 1.0 18.0 psf. Floor: Concrete Slab 50.0 40 psf. Lateral Loads Wind: P=CeCggI where Exposure B Ce 0.62 @ 15 feet Cq 0.3" in/0.9 out windward roof 0.67.@ 20 feet 0.7 out leeward roof 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 where C8 0.36 I= 1 R= 5.5/4.5 Page #1. q= 14.5 psf @ 75 mph I= 1 Soil Bearing Lateral Sliding Lateral Bearing 1500 psf C6eff.=0.35 200 psf/ft. Watts' Porch Lateral Analysis P (Total) = 1623 Seismic GOVERNS Wall OB = Wall Wind Roof: Windward Windward Improtance Factor 1= 1 Wall A (Coef.) (Coef.x A + (Coef.) (Coef.k A + Coef. x A) (@75) (lbs) - 0.76 0.3 0 Wind 14.5 1 = 0 P(25)= Roof: 0.3 0 Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) P(15)= (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 -P(25)= 0.72 0.3 0 0.7) 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 96 0.7 96 14.5 1 = 863 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 P(15)= 0.62 0.8 65 0.5 65 14.5. 1 = 760 P (Total) = 1623 Seismic GOVERNS Wall OB = Wall Wind Roof: Windward Windward Leeward q I P (Coef.) (Coef.x A + (Coef.) (Coef.k A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Page Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.05 x 576 x 16 = 9715 Ext. Wall Wt: (Area)x(Wt.(psf)) = Wt.(Ib) Stucco 131 x 18 = 2358 Int..VYall Wt: (Area)x(Wt.(psf)) = Wt.(Ib) Gyp. 0 x 10 = 0 Ca = 0.36 Total Wt.(Ib) R = 4.5 W = 12073 Stucco Base Shear (lb) V = (2.5 x Ca x I x W)/(1.4 x R) 1725 BUILDI j Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.05 x 288 x 16 = . 4857 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 ' = 0 P(15)= 0.62 0.8 123 0.5 123 14.5 1 = 1438 P (Total) = 1438 Wind GOVERNS Ext. Wall Wt: (Area)x(Wt.(psf)) = Wt.(Ib) Stucco 123 x 18 = 2214 Int. Wall Wt: (Area)x(Wt.(psf)) = Wt.(Ib) Gyp. Ox 10 = 0 Ca = 0.36 Total Wt.(Ib) R = 4.5 W = 7071 Stucco Base Shear (lb) V=(2.5xCaxIxW)/(1.4xR)= 1010 Pt 3 . _ �✓�� ® �'r�+s �- S�1S..s� ice, . Z � Lf2-�s�� G✓Ac..Ls = 8.,a -s �- ���'�G �Z ��'��-/��G 2 (� l yob < /'oz.s -/b. S fArJ;E�-s FC ' I S SUf- (PdR��1vG . ��,�.(�o� J �,�. %i✓�/� L,/iv' �- is �?o Rte-- �"�J %z /Sc� > y38 �6 AlAv- I4q,)f,. S,, , (P - 2c)1 = l7—SL% 4 l q3 6 J� BUTTE COUNTY BUILDING Vv -3a0N .................... ■ ` alifornia Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Building Permit # (Y) - O�Z.W4 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. 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. SRA Development Requirements, Revised 01/10/07 S A F E 0 E Q U I R E M E N T S 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. SRA Development Requirements, Revised 01/10/07 2 J 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 gates 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. SRA Development Requirements, Revised 01/10/07 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. 276.01 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. Same 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 .he 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: SRA Development Requirements, Revised 01/10/07 4 ti (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. Public Resources Code 4621 thru 4628 and California Forest Practice Rules Article 7 Prior to any lot clearing activity or cutting of trees, contact the Butte area Forester at (530) 872-6353 to determine the need for a less then 3 acre conversion exemption permit or a timber harvest plan. Butte County Improvement Standards Installation of Fire Sprinklers If your property was part of a parcel split (regardless of parcel size) after September 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect your official parcel map to confirm if sprinklers are required. If you are building a new residential structure on a parcel 3 acres or larger, you are required install an automatic fire sprinkler system in accordance with the National Fire Protection Association standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D. SRA Development Requirements, Revised 01/10/07 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 installatio" n instructions. 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 ii When provided, valley flashings shall be not less than 0.016 -inch (0.41nun) (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. ;I 704A.1.4 Roof gutters 11 Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. II 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, noncombusii tible.wire mesh with '/ inch (6mm) openings or its equivalent. II 704A.2.2 Eave or cornice vents. I� 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. �f 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.org/Fireprevention/i)rotplan/protolan.ht'ml 1! nR 0 7 2007 SRA Development Requirements, Revised 01/10/07 6 006 , t -00 v,,5.3349X(7-I2�= A31N tiJ� GAP a- �LYW 9sD &A"AA.- t 'DI . 1W J- I M6 LL 2,c� I�� -� ¢� �� 46 4-v h,2 4JSY6 ► S -K I 5 �AI- z4`,� ft., I q(,o tv I.- �U,/� b � �-- n % DIL Nz. -� �0( 6 (7w2)- --2- M? PllQ2 Qz�aK32i4 �:e.. 110 aUl.O ?C57- k, 2-�� VJC 4- 2. 2, ;r' LL �,T,)-al-. siQuit V A4k-;-' 22,1C) 0/-Z27Z au 1% cuum t t ADPRnVFD UI V IL tINUI LLn n%,� 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 ST► EL COLUMN DESIGN Date: 08/29/01 Page: 0.00 in 0.00 in X:Start X:End- Depth = 5.00 in = 5.00 in Combined Stress Ratios... APPLIED LOADS COLUMN DATA zs5x5x1/4 Axial Dead Load = 2.90 k "Y" Eccentricity AISC Section 13.00 ft Live Load = 3.12 k "X" Eccentricity Column Height = = 0.250 in Formula 1.6 - 1a = 0.0 k Fixity @ Top Fixed Short Term = Formula 1.6 - 1b Fixity @ Bottom Pinned 0.086 0.423 Dead Live Short Lengths... Unbraced Len For Y Y Buckling = 13.00 ft X -X Axis Moments: Top - - --None-- For X -X Buckling = 13.00 ft = 15.584 plf Bottom = 0.0 0.00 5.10 k -ft DESIGN DATA 15.21 15.21 ksi Btwn Ends = None Fy = 36 ksi Y -Y Axis Moments Top --None-- Load Duration Factor = 1.000 fa : Actual Fb:xx :Allow IF1-61 Bottom = --None-- Live & Short Loads Don't Combine 23.76 ksi Btwn Ends = --None-- Sidesway... X -X Axis Free Point Loads X -X Axis = --None-- Y-Y Axis : Free fb:xx Actual Y -Y Axis = --None-- Effective Length Factors... 9.05 ksi Uniform Loads X -X = --None-- X-X Axis = 1.00 23.76 Y -Y = --None-- Y -Y Axis = 1.00 - 23.76 23.76 SUMMARY SECTION DATA Ryy fb:yy Actual = Page: 0.00 in 0.00 in X:Start X:End- Depth = 5.00 in = 5.00 in Combined Stress Ratios... Dead Live DL + LL DL + ST - Width Top Thickness = 0.250 in Formula 1.6 - 1a = Web Thickness = 0.250 in Formula 1.6 - 1b = 0.042 0.045 0.086 0.423 Area = 4.590 in2 Formula 1.6 - 2 = Weight = 15.584 plf Actual & Allowable Stresses... - 15.21 15.21 15.21 15.21 ksi rT = 0.000 in Fa : Allowable - 0.63 0.68 1.31 0.63 ksi Ixx = 16.9 in4 = 6.8 in3 fa : Actual Fb:xx :Allow IF1-61 = _ 23.76 23.76 23.76 23.76 ksi Sxx = 1.92 in IF1-7 & F1-81 = 23.76 23.76 23.76 23.76 ksi Rxx = 16.9 in4 fb:xx Actual = 0.00 0.00 0.00 9.05 ksi lyy = 6.8 in3 Fb:yy.: Allow IF1-61 23.76 23.76 23.76 23.76 ksi Syy = 1.92 in [F1-7 & F1-81 - 23.76 23.76 23.76 23.76 ksi . Ryy fb:yy Actual = 0.00 0.00 0.00 0.00 ksi Max X -X Axis Deflection = 0.113 in at 4.33 ft from column base Max Y -Y Axis Deflection = 0.000 in at 0.00 ft from column base Intermediate Stress Calculation Values F'ex (DL+LL) = 22593 psi p Cm:x (DL+LL) = 0.85 Cb:x (DL +LL) = 1.75 1.75- F'ey (DL +LL) = 22593 psi Cm:y (DL+LL) _ 0.85 Cb:y (DL +LL) Cb:x (DL +LL+ST) = 2.30 F'ex (DL +LL+ST) = 22593 psi Cm:x (DL +LL+ST) = 0.85 0.85 Cb:y (DL +LL+ST) _ 1.75 F'ey (DL +LL+ST) = 22593 psi Cm:y (DL +LL+ST) = (continued on next page.. MICHAEL MOONEY, KW -06015 V4.4C1 (c) 1983-96 ENERCALC 1.1VIL Ci4QIIV�' 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 DESIGN OF EMBEDDED POLE FOOTINGS Date: 08/03/01 Page: DESIGN DATA 1 Allow Passive 250.0 psf Max Passive 1500.0 psf Load Duration Factor 1.330 Point Load 216.0 # Load Height 8.00 ft Dist. Load 0.0 plf Start Height 0.00 ft End Height 0.00 ft Pole Type Circular Width/Diameter 24.0 in Surface Restraint ? Free SUMMARY Moments @ Surface... 1 Point Load 1728.0 ft-# Uniform Load 0.0 ft-# ... Total Moment 1728.0 ft-# Total Lateral Load 216.0 # NON -RESTRAINED RESULTS Min. Req'd Embedment A0 +0 +4.36h /A)'.5)/2 A=2.34P/(S 1 b) 2.99 ft Press @ 1/3 Embed Actual 330.8 psf Allowable 331.5 psf RESTRAINED RESULTS — Min. Req'd Embedment (4.25•P`h/S3•b)'.5 Pressure @ Bottom Actual Allowable Surface Restraint Force MICHAEL MOONEY, KW -060157 V4.4C1 (c) 1983-96 ENERCALC UVIL tINU114ttt1 M -C 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 GENERAL TIMBER BEAM DESIGN Date: 08/06/01 Page:,] v S a a � T ; I I • VL.VV I MICHAEL MOONEY, KW -06015. V4.4C1 (c) 1983-96 ENERCALC SPAN DATA BEAM DATA Pin:Pin Center Span = 32.33 ft Timber Section - 7.000 in End Fixity Elastic Modulus = 2000000 psi Left Cantilever = 0.00 It Beam Width = 14.00 in Beam Density = 35.0 pcf Right Cantilever - 0.00 ft Beam Depth = 0.00 in Load Duration Factor = 1.15 UNBRACED LENGTHS Lamination Thickness = 2900 psi Beam Wt. is Added to Loads Le : Center S an p = 2.00 ft Fb Bending = 290 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fv -Shear Le :Right Cant. = 0.00 ft Fc - Bearing = 750 psi - APPLIED LOADS Point Load: DL = 1728.0 # LL = 2304.0 # at 16.17 ft SUMMARY USING 7.000 x 14.000 Beam, Bending = 57.15%, Shear = 11.02%- 2.40 k Reactions... DL Maximum Max. Pos Mom @ 16.16 ft= 35.70 k -ft Shear: Max. @ Left - 3.60 k Left = 1.25 k 2.40 k Max. Neg Mom @ 32.33 ft= 0.00 k ft used for dsgn _ 10.80 in2 Right = 1.25 k 2.40 k Max @ Left = 0.00 k -ft ....Area Req'd - 2.40 k Max @ Right = 0.00 k -ft 62.47 k-ftpsi Max. @ Rigbt = for dsgn - 3.60 k Deflections... Max. Allow Moment = = 1873.5 psi ....used Area Req'd 10.80 in2 Center = -0.84 in -1.72 in fb : Max. Actual = 3278.4 psi fv . Max. Actual = 36.75 si P ....Dist = 16.16 ft 16.165 ft Flo : Allowable Fv : Allowable = 333.5 psi ...L/Dell - 462 226 Left = 0.00 in 0.000 in Ck = .811(EIFb)' .5 = 19.86 4.00 Bearing Req'd @ Left = 0.46 in ...L/Defl = p 00.00 Cs = (LeD/B'2)'.5 = 0.98 Bearing Req'd @ Right = 0.46 in Right = in 0.000 in Cv per UBC 2312.4.5 = ...L/Defl = 0 O v S a a � T ; I I • VL.VV I MICHAEL MOONEY, KW -06015. V4.4C1 (c) 1983-96 ENERCALC L.1 V IL LI•V II VLLI v . . SA MADRONE AVE OROVILLE, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN WALL & FOOTING DATA Retained Height = 4.00 it Wall Ht. above Soil = 0.00 it Toe Width = 0.67 it Heel Width - = 1.67 it Total Footing Width = 2.34 it Footing Thickness = 12.00 in Key Depth = 0.00 in Key Width = 0.00 in Toe to Key Dist. = 0.00 it SLIDING CHECK 0.00 ft Ftg/Soil Friction = 0.35 Soil to Neglect = 0.00 in Lateral Pressure = 361 # Passive Pressure = 239 # Friction = 394 # Add'I Force Required = 0.0 # SUMMARY Date: 08/06/01 Page: -7/6 6 VERTICAL LOADS ADJACENT FOOTING LATERAL LOADS Vertical Load = Axial DL on Stem = 0 plf Lateral Load Acting on Footing Width = Axial DL on Stem = 0 plf Stem Above Soil = 0.00 psi ....Eccentricity = 0.00 in Add'I Lateral Load = 0.00 plf Surcharge over Toe = 50.0 psi Dist to Load Start = 0.00 ft Surcharge over Heel = 0.0 psi Dist to Load End = 0.00 it Note: Toe Surcharge Resists Overturning Omit SP Under Heel SOIL DATA Allowable Bearing = Active Lateral = .....Max Press. _ .....Slope Press. _ Backfill Slope = Passive Press. _ Soil Density = Soil Ht over Toe = Pressure @ Toe ADJACENT FOOTING 1500 psi Vertical Load = 30.0 pcf Load Eccentricity = 0.0 pcf Footing Width = 0.0 pcf Ftg. CL to Wall = 0.0 :1 Vert. Position of Ftg. 250.0 pcf ... Above/Below:(+/-I = 110.0 pcf Spread Footing ? 0.00 in = 262 FOOTING DESIGN Pressure @ Toe = 915.2 psi Soil Press. Mult. Toe Heel Vc Sloped Soil @ Heel = Pressure @ Heel = 47.1 psi By ACI Eq 9-1 = 1281 66 psi Fy -13.6 Allowable Press. = 1500 psi Mu -Upward = 262 121 ft-# Min. As Percent Ecc. of resultant = 4.22 in Mu -Downward = 63 416 ft-# Omit SP Under Heel Max. Shear @ Toe = 0.00 psi Mu -Design = 199 -295 ft-# 33.5 Toe Max. Shear @ Heel = -1.31 psi One -Way Shear: 0.0 0.00 # 4 @ 16.81 Allow. Ftg Shear = 85.00 psi Actual = 0.0 1.3 psi # 5 @ 26.05 Factors of Safety: 301.0 Allowable = 85.0 85.0 psi # 6 @ 36.97 Overturning = 2.50 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 Sliding = 1.75 :1 'd' = 8.50 9.50 in # 8 @ 48.00 Ru = Mu/bd'2 = 3.1 3.6 psi # 9 @ 48.00 SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments Origin of Force... # it ft-# # it Active Soil Press. = 375.0 Soil over Heel = 0 Soil over Toe = -15.0 Sloped Soil @ Heel = 0 Adjacent Ftg. Load = 0.0 Surcharge Over Heel = 0 Surcharge over Toe = -13.6 Axial Load on Wall = 0 Load @ Proj. Wall = 0.0 Averaged Stem Wts. = 0 Added Lateral Load = 0.0 Footing Weight = 0 Key Weight = 0 Vertical Component 0.0 of Active Pressure= 0 Totals = 346.4 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) ? Heel - 15.04 in o/c 23.31 in o/c 33.08 in o/c 45.11 in o/c 48.00 in o/c 48.00 in o/c ft-# 1.67 625.0 0 0 0 0 0 441.5 1.84 811.6 0.33 =5.0 0.0 0.00 0.0 0 0 0.0 0.00 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0.0 0.00 0.0 0.50 -6.8 33.5 0.34 11.2 0 0 0.0 0.00 0.0 0.00 0.0 0 0 0 0 0 300.0 1.00 301.0 0.00 0.0 0 0 0 0 0 351.0 1.17 410.7 0 0 0.0 0.00 0.0 0 0 0.0 0.00 0.0 613.2 ft-# 1126.0 # 1126.0 # 0.0 # 0.00 in 0.00 it 0.00 it 0.0 it No 2500 psi 40000 psi 0.0014 No 1534.5 ft-# 1534.5 ft-# (continued on next page... V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY,.KW-060157 %-I V IL r-11U11VCCr1 hIJC GV0+/ 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 08/06/01 CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY Top Stem: From 4.00 ft to Top of Wall 8.00in Masonry w/ # 4 @ 16.00in, d = 3.75in f m = 1500.Opsi, Fs = 24000.Opsi LDF = 1.33, n = 25.78 Solid Grouted, Special Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = O.0 <= 1328.Oft-# _ Vactual = 0.00 < = 44.67psi Interaction Value = 0.000 Second Stem From 3.00ft to 4.00ft 8.00in.Masonry w/ # 4 @ 16.00in, d= 3.75in i ::___ •• - f'm = 1500.Opsi, Fs= 24000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„Special Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 5.0 < = 998.5ft-# Vactual = 0.16 < = 38.73psi Interaction Value = 0.005 Third Stem From 2.00ft to 3.00ft 8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in f'm = 1500.Opsi, Fs= 24000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„Special Insp. Wall Wt. = 75.00psf, Bar Embed= 12.Oin Mactual = 40.0 < = 998.5ft-# Vactual = 0.66 < = 38.73psi Interaction Value = 0.040 Fourth Stem From 1.00ft to 2.00ft 8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in f'm = 1500.Opsi, Fs= 24000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„Special Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 135.0 <= 998.5ft-# Vactual = 1.48 <= 38.73psi Interaction Value = 0.135 Bottom Stem From O.00ft to 1.00ft B.00in Masonry w/ # 4 @ 16.00in, d = 3.75in f'm = 1500.Opsi, Fs= 24000.Opsi LDF= 1:00, n= 25.78 Solid Grouted„Special Insp. Wall Wt.= 75.00psf, Bar Embed= 6.Oin Mactual = 320.0 <= 998.5ft-# Vactual = 2.63 <= 38.73psi Interaction Value = 0.320 Page: V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -060157E Company - Compass Equipment' Contractor CWI Date P.O. BOH 1048 Sig Orouille, Ca. ­Employee- James W. Howarth .�+'g :SS. 571-99-9674 rN Test Rgency- Bartel Welding Orouille, Ca. 95965 530-534-0623 _ ;'SMAII;"fCRl�'Wel�n�'prosess= ��'"; ,:"•::_d�;�i: C iCode' RWS D1.1Y9 Test- 3/8 R36 plate per 0 sR BARM Positions 3G+4G � X31 Electrode - E7018 ,:E76T1 1 Size- 1/0% 5/64 Wl Limits- Groups 1+2 steels up t Mn using SMRW E'70HH up to 5/32dia. or FCRWE7E70T1 1 up to 5/64 dia. o 2� r� Return this card for documentation z .•euery 12 months. Building Permit Number: VI�.G Owner Name: %TrF o o COPYo ° cDU U. - Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 1 of 2 a e' ✓U�Al At 16 i c4 1111 114UIIIVGI —. Owner Name: �.AJ00.� ❑ Parcel lies within the State Responsibility Area (SRA). Comply with attached ^ requirements. ❑ Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all. easements. A setback of �FQ feet from the side and ;50 feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. �j Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 r i+ f NOTES, � .RESIDENTIAL PERMIT NO. 069-330-017 0'1-2272 WATTS, DON &-NADINE 19 OAKCREST DR, OROVILLE CONT: WESTERN REGION DESIt NEW PATIO COVER&RETwWALI r SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ti — s I c. JOB FINALED (Date) Signature f < is t 1 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ti — s I c. JOB FINALED (Date) Signature f ./ = OK - 0 = Not OK = Not Applicable = Not Ready MOBILE HOMES Date M081LE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. MISCELLANEOUS Date DECKS, COV ARPORTS GARAGES (Plans) OK except #'s / P Nat. or / /"L"ft./ PLPG Z ng Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 7. Well Clearance & Disconnect 5. 8. Utility Clearance Carports; Windows -Doors Iectnc rmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Date Card B-1 Date Card B-1 Date Ext.; Steps -Doors -Landings 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 MISCELLANEOUS Date DECKS, COV ARPORTS GARAGES (Plans) OK except #'s t7 3. Z ng Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors Iectnc rmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Sidi ; ailing -Veneer -Stucco -Mesh Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date -L Card B-1 6W Date Card B-1 Date 7 FINAL (Plans) OK except #'s 1. Setbacks -Easements 7 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning-Setbacks-Easements-Flood-Slope Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils-Steel-/ r Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel- Blockouts- Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel-Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers-Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test-Anchors-Regulator-Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance-Material-Support-Ins. Brace Interior/Exterior Wall Panels 14. Girders-Sills-Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent-Access-Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor-Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor-Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor-Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor-Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance-Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing-Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners-Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductoi Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI-Oven Circ. / / ga Cu or At Insulated Neutral I] Yes ❑ No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service-Riser Conductors & Ground Main Disconnect Clearance Looked under Floor Q Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive D Yes ] No/Walks :) Yes ❑ No/Planters Yes J No 33. Clothes Closet Light-Shower Light-Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace-Vent Access-Comb. Air-Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. Address Posted Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Comments at Final: FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs-Nailing Spacing & Braces-Plates-Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings-Stairs-Chasers-Tubs 45. Headers & Beams-Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive D Yes ] No/Walks :) Yes ❑ No/Planters Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ` COUNTY OF BUTTE _ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES y 411 Main Street'* Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. r. A routine inspection indicates that the following violations of butte county Ordinances exist at the v above address and should be corrected. Please notice this office when correction of work is a completed. I�y,(Nu have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. . 4-0 A- bate �l% Inspector w REV 10/9 ,t. r 1 COUNTY OF BUTTE - DEPARTMENT 7F DEVELOPMENT SERVICES -BUILDING DIVISION 7, County Center Drive • Niroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96)' APPLICATION AND PERMIT 01-2272 ASSESSOR" UCID`1U 330-017 ZONING_ BUILDING PERMIT OWNER DON AND NADINE WATTS TELEPHON589E 4131 SA. FT. OCC. BUILDING VALUATION 48 COV 5,824 .00 OWNERS KIM VARCREST DR, OROVILLE 95966 oONrRAcroVESTERN REGION DESIGNS TE 534-9763 i EST. CONTRACTORS601ORANGE AVE 'OROVILLE 95966 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 81304 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 19 OAKCREST DR OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 198.20 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other )p Describe Work: NEW PATIO _COVER AND RETAINING WALL Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Feel 20.00 RLE Main Service =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 i in full , orce 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall '\ not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisio s of section 3700 of the bor Code, I shall orthwith co a provi ions. � _ Date C7 nature of Ap ant - O r Contractor ❑Agent An OSHA permit i required for excava ions over 5'0" deep and demolition or construction of structures o r 3 stories in height. Main Service 200A TO L000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ( 8 ACC. BIDS. 3.5¢Fr; CNS. NOµgESID T.MULTI-OUTLET CIRCUITS 97.50 POWER APPARATUS 8 SINGLE OLmiT CIR. E x. Occu oLm�OR FDCTURLS 20 @'.0° BA @ .SO Ex. Occup.. ourttrs PES161EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating —Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ RJOO COPE TOTAL FEE $ 198.20 HAz. – D. FEES I _– "° CDF – p �� "�{ E This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Oate o PERMIT EXPIRES ON 2 De Receipt No. 20 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ,COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT 7 County SERVICES - BUILDING Center Drive • Oroville, California DIVISION. 95965 • Telephone (530) 538-7541 APPLICA00N AND PERMIT _ (V ��PERM�T NO. warMcl&WU asp J — O ' �— BUILDING PERMIT SO.FT OCC. BUILDING VALUATION Coto �AeTOKs NAMe y\ <�, TQ•P440 ! .. Nn1AC10111 MAU maws I cON. T"uCTMIN III LANOERs LMM ADORM Fireplace ARC"mlcrDrlowDEo+ Total Valuation i UClM! NO. FiliFee 5 ��� 00 ���I M�uNo Aoo�s 20.00 Permit Fee i f-y�y euw.+eDoalss to �'y Plnn Checkin Fee i VjO� l/Q. Energy Plan Checking Fee $ arNo. sunawlrNewur! e1 MAr PERMIT FEE i PLUMBING PERMIT ill p Fee 20.00 USEOFSTRUCTURE r=`.h Tr" :.OG' :F Duplex O Mobllehome O Othet rimr or Il -um water heater 23.00 ^r'• - sPscsr Water Pi)ing 15.00 TYPE OF WORK Each gas water heater or vent 15.00 qow O Addition Remodel O Ulirrties O Installation 0 Other O Gas i (n stem 1 - 5 outlets 15.00 7escribe Work: Buildingsewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE i ' ELECTRICAL PERMIT Fee 20.00 -'—•—•---- IlAain Service 200A OR Use—_Etq Main OR uzss 23.00 • Main Service 706^ TO IOWA 48.00 NEW CONST. OR ADDW Ow A AM. a P. 3.5tR NOIHIES10. ' MUITI.OVTLET Q7.50 POWER APPAMTUs qR Ex. OCCU oll OR Fwrun s ao O I.00 aAl .so EX. Occup, D � on IOVTIET9 ESIo. Ew 5.00 I Temporary Service 23.00 i Mobile Home Facilities 1 1 20.001 �- Misc. Wiring I I __ __ *PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVEO *RECEIPT NVAMER q-(, * TO 8E PVT ZWO COIYIPIl1'ER PERMIT FEE i MECHANICAL PERMIT Filing Fee _ 20.00 5.50 PERMIT FES 1 _ Mobile Home Installation Fee i Energy Inspection Fee Is roamsla manww2l This permit is hereby Issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work indicated above for which tees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ;a ,07,County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT No. (Rev.12/96)6— 8• APPLICATION AND PERMIT n1-9979 ASSESSOR P fil u JO�t7 ZONING BUILDING PERMIT OWNER YV11tV�/ AND NADINE WATTS TE ggg �3� . OWNERS MAI s �"� AU CREST DR, OROVIL.LE 95966 FT. OCC. BUILDING VALUATION �S�Q. ;4`�' 9 !` !L . CONTRACTOft,$��1�F �AlN REGION DESIGNS TE 534-9763 200. ^^. , CONTRACTOR'S MAILING dRANGE AVE iLL$ 95956 lLLENNND7IER CONSTRUCTION LENDER'S MAILING ADDRESS Fireplace Total Valuation $ R /� ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ () ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 70.20 BUILDING ADDRESS 19 OAILCREST DR, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 198.20 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF [9 Duplex ❑ Mobilehome ❑ Other SPECIFY to ' Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ]0 Describe Work: NEW PATIO COVER AND REMAINING WATT. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S GW Q2o.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600V OR LESS Main Service 200A 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 Orce and effect.POWER License Class . Lic. No. �•�✓ O NER-BUILDER DECLARATION.50 I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, 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.) 4 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 bor Code, I shall forthwith comply with those provi ions. Si Date C 1 01 _ Signature of Ap cant_- ❑ Owner Contractor ❑Agent An OSHA permit is required for excava ions over 5'0" dee and demolition or construction��! of structurs over 3 stories in height. P Main Service TO 46.00so CCU000A NEW CONST. OWEWNG OCCUP. SO DWE200ALLING OR ADDNS. ( 8 ACC. BLDS. 3.5¢Ft. =.C.OIST. MULTI.OUTLET 97,50 APPARATUS d SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES fl2' 0 "00 Ex. Occup.. ourLEEDTs AE�ssID°Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ R� CONST TYPE ,�i� TOTAL FEE $ 198.20 HA2. — q FEES IMPp — A FLOOD CDf PARCEL n PD Hp, SSUE A This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. �j r� By 7 isle' '' Date /.>� V� U PERMIT EXPIRES ON� -'ykr2 ' 7 Def ra.+� ... Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMEMP& DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE- OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER: 04-5k ASSESSOR PARC ER: — Proposed Building Use: Building Inspector Date: At time of permit application, I was advised the following data must be su milted prior to permit p esa' g d/or issuance: Date Received By ❑ 1. All iiems have been submitted.--'---------------------------------------------------------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------. ❑ 3.. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 116. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ El8. Hazardous Material Form. --------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- El 1,0. Fees of $____________________ ❑ 11. Impact fees as shown on the attached schedule. O 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- 1 .'Flood elevation certificate. ---------------------------------------------------------------------------------------- S. I Sanitation and plot plan approva (j l Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. 1117. Planning approval for (A) Use: 0 (B) Parking: _. ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage�Cl.�egal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑ 20. Pre -inspection for required Request to Building Inspector on E12 1. Contractor's license information. (Number, Name Style, Classification). ----------------------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- E124. ----------------------------- ❑24. Letter of signature authorization. ------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. ---------------------------------, ❑27. Manufactured Home utility clearance. -------------------------- ❑28. Existing violations and/or expired permits. --------------------. ❑29. 0433 A, ❑Grant Deed, 0 M.H. Title, Cl Check to H.C.D $ [130. Other: When you issue the permit, �pro as follows 13 Mail to owner, ❑Mail to 7 Telephoned �-- '�t,7 -1s -3 and hold for pickup at S 77Z C T. f2 c!: -:V / c -W S/Z 7l- Pbi, Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Departmen(❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Oth IV i Dei er with inspector. Date: r By: Date: By: 1. Index permit application for the above items numbered: �""--- ❑ Plan Check List 2. Additional items required: 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 Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buil yisron counter, by ate: Plans reviewed by: Date: Plans approved by: 1' Date: - ZP ' Sets of plans on hold in ❑ Plan Cabinet, 11A.P. folder. Note transfer by: Date: vi-mniu f nnv - TlvnarfmPnt nIFT-I. ol...... —+ Ce...:,.e.. D ... A:_ (Date) 1 E.H. USE ONLY Plot Pan Aneched asfL Floor Plan Attached Sent to B.D. TO: Building Department FROM: Environmental Health ` SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other �X l4 ` Ped cat/Zr7- Hold final for: Final clearance O.K. for: NOTE: Environ 8/96 Specialist Date so- I APPROVED Bkinib County Env' "alth ature �� 6.2 �%. n,33 49V (7-1.2) < La-�(1�J�siY �J�i z C d moi- �L (�ICQSD 4V L 4- 7*( C•, 1,j, 121�f(k� 0L a- ILIA 14 Lk. 12�_�, )v [W i' 14f16LL eAawl, AA. UA -z- � ICA 011-(Cn� 2. -St Lit 3u/2 b A = psi " °q Kt off. 12y"�fS�-��>>. �- N�2 Pll�z A�'�X32�4 �z :1��7A6Co —2 4- c -u c.iin�r I . 1� LL, + -2- 2,1 2Q 59 LL .o/-Z27Z du Mi CUU141 t ADPPovpn ?/2-710 P. <, -7q {Gc," MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 08/29/01 STEEL.COLLIMN DESIGN Page: COLUMN DATA APPLIED LOADS AISC Section is5x5x1/4 Axial Dead Load = 2.90 k "Y" Eccentricity = 0.00 in Column Height = 13.00 ft Live Load = 3.12 k "X" Eccentricity = 0.00 in Fixity @ Top Fixed Short Term = 0.0 k Fixity @ Bottom Pinned Unbraced Lengths... Intermediate Stress Calculation Values Dead Live Short X:Start X:End- For Y -Y Buckling = 13.00 ft X -X Axis Moments: Top = --None-- = 22593 psi Cm:y (DL+LL) = 0.85 For X -X Buckling = 13.00 ft Bottom = 0.0 0.00 = 0.85 5.10 k -ft F'ey (DL +LL+ST) DESIGN DATA Cm:y (DL +LL+ST) Btwn Ends = --None-- Fy = 36 ksi Y -Y Axis Moments Top --None-- Load Duration Factor = 1.000 Bottom = --None-- Live & Short Loads Don't Combine Btwn Ends = --None-- Sidesway... X -X Axis Free Point Loads X -X Axis = --None-- Y-Y Axis Free Y -Y Axis = --None-- Effective Length Factors... Uniform Loads X•X = --None-- X-X Axis = 1.00 Y -Y = --None-- Y -Y Axis = 1.00 SECTION DATA SUMMARY Depth = 5.00 in Width = 5.00 in Combined Stress Ratios... Dead Live DL + LL DL + ST - Top Thickness = 0.250 in Formula 1.6 - 1 a = Web Thickness = .0.250 in Formula 1.6 - 1 b = Area = 4.590 in2 Formula 1.6 - 2 = 0.042 0.045 0.086 0.423 Weight = 15.584 plf Actual & Allowable Stresses... rT = 0.000 in Fa : Allowable = 15.21 15.21 15.21 15.21 ksi Ixx = 16.9 in4 fa : Actual = 0.63 0.68 1.31 0.63 ksi Sxx = 6.8 in3 Fb:xx : Allow 1171-61 = 23.76 23.76 23.76 23.76 ksi Rxx = 1.92 in " [F1-7 & F1-81 = 23.76 23.76 23.76 23.76 ksi lyy = 16.9 in4 fb:xx Actual = 0.00 0.00 0.00 9.05 ksi Syy = 6.8 in3 Fb:yy : Allow [F1-61 = 23.76 23.76 23.76 23.76 ksi Ryy = 1.92 in [F1-7 & F1-81 = 23.76 23.76 23.76 23.76 ksi. fb:yy Actual = 0.00 0.00 0.00 0.00 ksi Max X -X Axis Deflection = 0.113 in at 4.33 ft from column'base Max Y -Y Axis Deflection = 0.000 in at 0.00 ft from column base 1.75 1.75 2.30 1.75 (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 Intermediate Stress Calculation Values F'ex (DL +LL) = 22593 psi Cm:x (DL +LL) = 0.85 Cb:x (DL +LL) F'ey (DL +LL) = 22593 psi Cm:y (DL+LL) = 0.85 Cb:y (DL +LL) F'ex (DL +LL+ST) = 22593 psi Cm:x (DL +LL+ST) = 0.85 Cb:x (DL +LL+ST; F'ey (DL +LL+ST) = 22593 psi Cm:y (DL +LL+ST) = 0.85 Cb:y (DL +LL+ST: 1.75 1.75 2.30 1.75 (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 DESIGN OF EMBEDDED POLE FOOTINGS Allow Passive Max Passive Load Duration Factor Point Load Load Height Dist. Load Start Height End Height Pole Type Width/Diameter Surface Restraint Date: 08/03/01 DESIGN DATA 1 — 250.0 psf 1500.0 psf 1.330 216.0 # 8.00 ft 0.0 plf 0.00 ft 0.00 ft Circular 24.0 in ? Free - SUMMPav Moments @ Surface... Point Load Uniform Load ... Total Moment Total Lateral Load NON -RESTRAINED RESULTS Min. Req'd Embedment A(1 +0 +4.36h /A)".5)/2 A= 2.34P/(S 1 b) Press @ 1/3 Embed Actual Allowable RESTRAINED RESULTS — Min. Req'd Embedment (4.25"P'h/S3"b)-.5 Pressure @ Bottom Actual Allowable Surface Restraint Force 1 — 1728.0 ft-# 0.0 ft-# 1728.0 ft-# 216.0 # 2.99 ft 330.8 psf 331.5 psf Page: V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 08/06/01 GENERAL TIMBER BEAM DESIGN Page: ✓ / SPAN DATA BEAM DATA Timber Section -------- End Fixity Pin:Pin Beam Width = 7.000 in Elastic Modulus = 2000000. psi Beam Depth = 14.00 in Beam Density = 35.0 pcf Lamination Thickness = 0.00 in Load Duration Factor = 1.15 Fb - Bending = 2900 psi Beam Wt. is Added to Loads Fv - Shear = 290 psi End Shear Calc'd at Support Fc - Bearing = 750 psi 0.00 k -ft Max. @ Right = 2.40 k APPLIED LOADS Point Load: DL = 1728.0 # LL = 2304.0 # at 16.17 ft Max. Allow Moment = 62.47 k -ft SUMMARY USING 7.000 x 14.000 Beam, Bending = 57.15%, Shear = 11.02% Page: ✓ / SPAN DATA 35.70 k -ft Center Span = 32.33 ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft UNBRACED LENGTHS ....used for dsgn = Le : Center Span = 2.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. = 0.00 ft Max. Pos Mom @ 16.16 ft= 35.70 k -ft Shear: Max. @ Left = 2.401 ' Reactions... DL Maximum Max. Neg Mom @ 32.33 f� 0.00 k -ft ....used for dsgn = 3.60 k Left = 1.25 k 2.40 k Max @ Left = 0.00 k -ft ....Area Req'd = 10.80 in2 Right = 1.25 k 2.40 k Max @ Right = 0.00 k -ft Max. @ Right = 2.40 k Max. Allow Moment = 62.47 k -ft ....used for dsgn = 3.60 k Deflections... , fb : Max. Actual = 1873.5 psi ....Area Req'd = 10.80 in2 Center = -0.84 in -1.72 in Fb : Allowable = 3278.4 psi fv : Max. Actual = 36.75 psi. ....Dist = 16.16 ft 16.165 ft Fv : Allowable = 333.5 psi ...L/Deft = .462 226 Ck = .811(E/Fb)".5 = 19.86 Left = 0.00 in 0.000 in Cs = (LeD/B'2)'.5 = 4.00 Bearing Req'd @ Left = 0.46 in ...L/Deft =. 0 0 Cv per UBC 2312.4.5 = 0.98 Bearing Req'd @ Right = 0.46 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 �I04 ..�..,...., :- i •i o ^' a I 27 2� 1 l VL.VV , V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 GENERAL TIMBER BEAM DESIGN Date: 08/06/01 I Page: BEAM DATA SPAN DATA Timber Section -------- End Fixity Pin:Pin Center Span = 32.33 ft Beam Width = 5.125 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth =. 18.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.15 UNBRACED LENGTHS Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 165 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Point Load: DL = 1728.0 N LL = 2304.0 # at 16.17 It SUMMARY USING 5.125 x 18.000 Beam, Bending = 63.20%, Shear = 20.38% Max. Pos Mom @ 16.16 ft= 35.52 k -ft Shear: Max. @ Left = 2.38 k' Reactions... DL Maximum Max. Neg Mom @ 3 2.3 3 ft-- 0.00 k -ft ....used for dsgn = 3.57 k Left = 1.23 k 2.38 k Max @ Left = 0.00 k -ft ....Area Req'd = 18.80 in2 Right = 1.23 k 2.38 k Max @ Right = 0.00 k -ft Max. @ Right = 2.38 k Max. Allow Moment = 56.20 k -ft ....used for dsgn = 3.57 k Deflections... fb : Max. Actual = 1540.1 psi ....Area Req'd = 18.80 in2 Center = -0.59 in -1.22 in Fb : Allowable = 2436.9 psi fv : Max. Actual = 38.67 psi ....Dist = 16.16 ft 16.165 ft Fv : Allowable = 189.8 psi ...L/Deft = 656 319 Ck = .811(E/Fb)-.5 = 20.71 Left = 0.00 in 0.000 in Cs = (LeD/B"2)'.5 = 6.74 Bearing Req'd @ Left = 0.71 in ...L/Deft = 0 0 Cv per UBC 2312.4.5 = 0.88 Bearing Req'd @ Right = 0.71 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 Z3 �I IV ..... ..........�... 1 1 1 1 1 _ i 1 VL.VV 1 1 V4 -4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 08/06/01 CANTILEVERED RETAINING WALL DESIGN WALL & FOOTING DATA VERTICAL LOADS SOIL DATA LATERAL LOADS Retained Height = 4.00 ft Axial DL on Stem = 0 plf Lateral Load Acting on Wall Ht. above Soil = 0.00 ft Axial DL on Stem = 0 plf Stem Above Soil = Toe Width = 0.67 ft ....Eccentricity = 0.00 in Add'I Lateral Load = Heel Width = 1.67 ft' Surcharge over Toe = 50.0 psf Dist to Load Start = Total Footing Width = 2.34 ft Surcharge.over Heel = 0.0 psf Dist to Load End = Footing Thickness = 12.00 in Note: Toe Surcharge Resists Overturning = 0.0 pcf Key Depth = 0.00 in 0.00 ft Lateral Pressure = 361 # Page: -7/6 0.00 psf 0.00 plf 0.00 ft 0.00 ft Key Width = 0.00 in SOIL DATA 625.0 ADJACENT FOOTING Toe to Key Dist. = 0.00 ft Allowable Bearing = 1500 psf Vertical Load = 0.0 # SLIDING CHECK 0.33 Active Lateral = 30.0 pcf Load Eccentricity = 0.00 in Ftg/Soil Friction = 0.35 .....Max Press. = 0.0 pcf Footing Width = 0.00 ft Soil to Neglect = 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 361 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. 0 0 Passive Pressure = 239 # Passive Press. = 250.0 pcf ... Above/Below:[ + M = 0.0 ft Friction = 394 # Soil Density = 110.0 pcf Spread Footing ? No Add'I Force Required = 0.0 # Soil Ht over Toe = 0.00 in Footing Weight = 0 0 SUMMARY 351.0 1.17 Key Weight = FOOTING DESIGN 0 0 Pressure @ Toe = 915.2 psf Soil Press. Mult. Toe Heel f'c = 2500 psi Pressure @ Heel = 47.1 psf By ACI Eq 9-1 = 1281 66 psf Fy = 40000 psi Allowable Press. = 1500 psf Mu -Upward = 262 121 ft-# Min. As Percent = 0.0014 Ecc. of resultant = 4.22 in Mu-Dowriward = 63 416 ft-# Omit SP Under Heel ? No Max. Shear @ Toe = 0.00 psi Mu -Design = 199 -295 ft-# Toe Heel Max. Shear @ Heel = -1.31 psi One -Way Shear: # 4 @ 16.81 15.04 in o/c Allow. Ftg Shear = 85.00 psi Actual = 0.0 1.3 psi # 5 @ 26.05 23.31 in o/c Factors of Safety: Allowable = 85.0 85.0 psi # 6 @ 36.97 33.08 in o/c Overturning = 2.50 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 45.11 in o/c Sliding = 1.75 :1 'd' = 8.50 9.50 in # 8 @ 48.00 48.00 in o/c Ru = Mu/bd-2 = 3.1 3.6 psi # 9 @ 48.00 48.00 in o/c Origin of Force... SUMMARY OF FORCES & MOMENTS - Overturning Moments # ft ft-# # Resisting Moments ft ft-# Active Soil Press. = 375.0 1.67 625.0 0 0 Soil over Heel = .0 0 0 441.5 1.84 Soil over Toe = -15.0 0.33 -5.0 0.0 0.00 Sloped Soil @ Heel = 0 0 0 0.0 0.00 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 Surcharge Over Heel = 0 0 0 0.0 0.00 Surcharge over Toe = -13.6 0.50 -6.8 33.5 0.34 Axial Load on Wall = 0 0 0 0.0 0.00 Load @ Proj. Wall = 0.0 0.00 0.0 0 0 Averaged Stem Wts. = 0 0 0 300.0 1.00 Added Lateral Load = 0.0 0.00 0.0 0 0 Footing Weight = 0 0 0 351.0 1.17 Key Weight = 0 0 0 0.0 0.00 Vertical Component of Active Pressure= 0 0 0 0.0 0.00 Totals = 346.4 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 613.2 ft-# 1.126.0 # 1126.0 # 0 811.6 0.0 0.0 0.0 0.0 11.2 0.0 0 301.0 0 410.7 0.0 0.0 1534.5 ft-# 1534.5 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 08/06/01 Page: CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY i Top Stem: From 4.00 ft to Top of Wall 8.00in Masonry w/ # 4 @ 16.00in, d = 3.75in f'm = 1500.Opsi, Fs= 24000.Opsi LDF = 1.33, n = 25.78 Solid Grouted, Special Insp. Wall Wt. = 75.00psf, Bar Embed = 12.Oin Mactual = 0.0 < = 1328.Oft-# Vactual = 0.00 < = 44.67psi Interaction Value = 0.000 Second Stem From 3.00ft to 4.00ft ' 8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in f'm = 1500.Opsi, Fs = 24000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„Special Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 5.0 < = 998.5ft-# Vactual = 0.16 < = 38.73psi Interaction Value = 0.005 i Third Stem From 2.00ft to 3.00ft ma 8.00in Masonry w/ # 4 @ 16.00in, d = 3.75in f'm = 1500.Opsi, Fs = 24000.Opsi LDF= 1.00, n= 25.78 - Solid Grouted„Special Insp. Wall Wt. = 75.00psf, Bar Embed = 12.Oin Mactual = 40.0 < = 998.5ft-# - Vactual = 0.66 < = 38.73psi Interaction Value = 0.040 Fourth Stem From 1.00ft to 2.00ft 8.00in Masonry w/ #. 4 @ 16.0Oin, d = 3.75in f'm = 1500.Opsi, Fs= 24000.Opsi LDF= 1.00, n= 25.78 Solid Grouted_ Special Insp. Wall Wt. = 75.00psf, Bar Embed = 12.Oin Mactual = 135.0 <= '998.5ft-# Vactual = 1.48 < = 38.73psi Interaction Value = 0.135 Bottom Stem From O.00ft to 1.00ft 8.00in Masonry w/ # 4 @ 16.00in, d = 3.75in f'm = 1500.Opsi, Fs= 24000.Opsi LDF= 1.00, n= 25.78 Solid Grouted,, Special Insp. Wall Wt. = 75.00psf, Bar Embed = 6.Oin Mactual = 320.0 < = 998.5ft-# Vactual = 2.63 < = 38.73psi Interaction Value = 0.320 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 lt! S - 2 Gout M 1..� � F-r�- .� • „ .... � - `. lit *14 10 , ....:_�.... �..a, a. ..,_.___� �.r..,.,_z _ _ �,..xs..w..<....r...�,,.ra,.�+<..y. , _ , '�i.�-• r•:.,�.T-=._,,..,.�...-,�,�.-.,>,.-.a.s-_.c.r: �...t,.--t..�-,•; � .�...:_ati.;` ' s....s..__x..._,�.�.-.0 ....,�r��,es`•.-!��.-.e++r ...,. s.�_ �.aasti.�a..ui• s...t�, aa::l,.nv_�.I � ____.��1<♦. ._.�.r . - � -,e ...{.s .....,r.....�.s - '....v..... _ ..:... ......., .��.•,........�..�......- :...�.._.;.-.+.--"-- '.e�•=:..::,n,. ..:I :.a.,..,rl �•+ ,..._.,....r.wd.. `� � ...,..•n?1'.Ls,.o,..,.. .I,• .r v�y �=i ... i t i. m�, • .air; j\1`5 ' -. ....._ . _,iia � . - - -• - -_' .-- - -.^^ _._�.. ___._.�-_......! :w....t..... ,_1 ,`/Z '- x. \(O_•.. �%� I I _ I �t'�'I `,,, .. •_ _ __ ._... ... _ _- t _. Contractor CWI Date Company - Compass Equipment P.O. BOK 1048 Sig Orouille, Ca. Employee- James W...Howarth `SS. 571-99-9674 Test Rgencg- Bartel Welding v "' Orouille, Ca. 95965 538-534-0623 - i'° :ty+!?"it:'bt Y�•e'rts�.r��istlr= � +8„ 'Wol_�n p�oces� SMAI ; FCH Vii. Y..•_::.��.....,._,_�:..: _ �„ :sem s�:z.:�t` Code- RWS D 1.1-98' QC 1 y ' Test- 3/8 R36 plate per ' Positions 36+46� BARS ; 0031 Electrode - E7818 ,170T11 Size- 1/8", 5/64 WW1 L. ,E Limits- Groups 1+2 steels up t /4" ` using,SMRW E70HH up to 5/32dia. or FCRW E78T1 1 up to 5/64 dia. Return this card for documentation sK �• -` { -every .12 months. . 4 � er"'^'• f .S � t � .ice;"r't. '�`c` r 'i17±"Yk Je �I. Building Permit Number: 0(-7-2'77- Owner ('22'j'LOwner Name: Wp�7 Z Residential Construction Requirements [IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written oermission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW a Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total .net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry an&exit of floodwater. Pagel of 2 Building Permit Number: Owner Name: W0.-�$ Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met.- All et: All structures and equipment including overhangs shall be clear of all easements. A setback of'50 feet from the side and 30 feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. WExpansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 PATM.Fiyr' 0. Butte--Eounty Department - Public Works ISTrFo 7�County Center Drive, Oroville, CA 95965 (530) 538-7681 0 0 0 0 DETERMINATION OF GRADING PERMIT EXEMPTION oUNI P y �6C vroP� kr-cording to Sec. 13-5.1 of the Butte County Code, any person who has not obtained a grading permit pursuant to Article I Chapter 13 - Srading, of the Butte County Code but is proposing to perform grading of any of the following types shall first obtain determination of exemption . ��UN ') PLEASE COMPLETE THE FOLLOWING INFORMATION LOO TO ATTACH LOCATION MAP AND PLOT PLAN DETAILING PROPOSED GRADING ACTIVITY ws ?roperty Owner: 'iome Address:�?— kddress of Grading: (41"627 ?hone Number. Jy r C( / AP# of Grading Property: 669 Maximum depth of excavations and fills. Maximum slope of area to be gr. Jolume of excavations and fills: Purpose of the grading: Nature of land use proposed in connection with the Type of exemption claimed pursuant to Sec. 13-5 "Exemptions": (Please check box that applies) ❑ Excavation and grading authorized by a valid building permit as provided for under chapter 70 of the appendix of the Uniform Building Code, as adopted by section 26-1 of chapter 26 of the Butte County Code. An excavation that does not exceed (10) feet in vertical depth at its deepest point, measured from the 9 original round surface, or one 9 thousand (1,000) cubic yards on any one (1) lot or parcel or real property: ❑ Fill on a slope of twenty (20) percent or flatter that does not exceed ten. (10) feet in vertical height at its highest point, measured from the original ground surface, or one thousand (1,000) cubic yards on any one (1) lot or parcel of real property. ❑. Exploratory excavations which do not exceed one thousand (1,000) cubic yards at any one (1) site. ❑ Construction of roads for forestry or fire protection purposes, as required by a governmental fire protection agency. ❑ Excavations for. Cemetery graves, tunnels, wells, mining, quarrying, under grounding of utilities, public works projects, archaeological sites, or dams and public refuse disposal sites, controlled by other regulatory agencies. RECEIVE) ❑ Emergency projects due to landslides, road and bridge washouts, flooding or other natural disasters. JUN 0 8 2006 ❑ Routine maintenance of roads or manmade or engineered flood control channels and levees. COUNTY OF BUTTE LAND DEVELOPMENT DIV. ❑ . Grading, specifically authorized by the terms of any discretionary permit or approval granted by the County of Butte. ❑ Other— explain on additional sheet of paper 1 certify the above information to be true and correct Property Owner Signature F R 9FFICE USE ONLY APPROVED ❑ DENIED (Date) (Authorizing Signature -Dire for of Public Works) Pg��►T .TT�o�� Department of Public Works j° °�` °�� C o u my of Butte S' ° ° ,1 ,1 ° 0 J J. Michael Crump, Director LAND DEVELOPMENT DIVISION �.�° °/� Shawn H. O'Brien, Assistant Director 7 county. center Drive Oroville, CA 95965 U N (530) 538-7266 A�@tiC WOP�9 ' ' ' (FAX) 538-7171 May 25, 2006 Thomas Clark 19 Oakcrest Dr. Oroville, CA 95966 RE: Grading 'on APN 069-330-017 Dear Mr. Clark: It has come to the attention of the Butte County Department of Public Works that grading is being performed on your property located at 19 Oakcrest Drive. Please be aware that the County requires that any person who excavates more than 10 vertical feet, fills more than 10 vertical feet on slopes exceeding 20 percent, or moves more than 1,000 cubic yards of soil is required to apply for a grading permit with Butte County Department of Public Works prior to construction. A Butte County Public Works inspector has estimated that the volume of soil moved on your property exceeds 1,000 cubic yards. Please be aware that the Building Department has been notified and that a hold may be placed on all future building permits until a grading permit or valid grading exemption is approved. A grading permit application has been enclosed for your convenience. Please also be aware that the California Regional Water Quality Control Board (CRWQCB) requires a Construction Storm Water Permit for activities where clearing, grading,. filling and excavation result in a land disturbance of one or more acres. Substantial fines may be imposed if you are in violation. You may contact the Redding office of the CRWQCB at (530) 224-4845. If you have any questions,, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Eric Schroth, P.E. Associate Civil Engineer cc: Stuart Edell, Manager Land Development Alice Mefford, Building Department A-1 File 300.1 CMommerdss and SettingstameftadlLocel Settings\Temporary Internet Fles\OLK22\Grading Notice Clark 052506.doc ._ . __ - ,,. �tw. . � �,:__. �.......- „ _... .. E3' ... ..r .-..- ._ ��,-. .y,;y;,ra.�s �aN.w�ta.cesc•�sF+...-+Rt ' 'y !,WATTS, DONS, 3 1 2554y . i19 OAKCiZEST, OR, OROVILLE . CONT: GEORGE & SON ROOFIN ' ROOF- ` ��•aa�� _"y 6 r # A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT N (Rev.12/96) APPLICATION AND PERMIT 0� 55 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 33 11,980.00 OWNEEWS MaI ADDRESS CONTRACTOR'S NAME A A O 4Ar, TELEPHONE CONTRACTORS MAIUNG ADDRESS CWIPGrk- QWC /J1, Sop /.i CONSTRUCTION LENOER - `s 7FlreplflCe LENDER'S MAILING ADDRESS Total Valuation $ 1 980.00 ARCHITECT OR ENGINEER UCENSE No. Filing Fee $ 20.00 Permit Fee $ 45.00 ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee $ BUILDINGADDRESS 19 WCREST DR 5 Energy Plan Checking Fee $ $ PERMIT FEE $ 65.00 LAT NO. SUBDIVISIONS NAME PARCEL. MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECS Each Trap 7.00 Solar or hest pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O{ Describe Work:' RE ROOF WT'IR C)MP Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 T Main Service 2�a.oR mss 23.00 LICENSED CONTRACTOR'S DECLARATION I 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 nd Professions Code, and my license i full for a and effect. rr,n/�-� License Class Lic. No. r .�S �( ,j / OWNER -BUILDER DECLARATION' I hereby affirm under penalty of perjury that I am exempt from the Contract rs License Law for the following reason: i ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. . ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I 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'7-Cooling compensation, as provided for by section 3700 of the' Labor Code, for the /performance of the work for which this permit is issued.. O I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this mitis issued. My workers' compensati A insurance carrier and poll _numb r 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 comp I-W'i4h those provisions. _�D e / _ `S gnature `of Applicant = ❑ Owner ❑ Contractors Agent / An OSHA permit isrequiredfor excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR AODNS. ( LL ACC. BIDS. 3.5,sFF N CONS MULTI.OUTL. ,pµRES,.. 97.50 BPOWE.RA P� LCR Ex. Occup. ounEroR I=ocruREs BAL Q .w Ex. Occup.p�,E�DTg R�Ip°El 5.00 Temporary Service 23.00 Mobile HomeFacilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Hood 6.50 Ventilation PERMIT FEB $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $65.00 =.A IMP FLooO CDP I PARCEL PO HD S This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. /s �'a�.Vy1..�k (� Id -`y - CV �By 6. Date PERMIT EXPIRES -ON Receipt No. Z a -Ad?/ . q WHITE-D.D.S.-T.D. CA ARY•q STS OR PINK -INSPECTOR GOLDENROD-APPLICANT(Date) • i IL COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT N (Rev. 12/96) APPLICATION AND PERMIT 0/_ ASSESSOR PARCEL NUMBER 069-330-017 ZONING BUILDING PERMIT OWNER WATTS TELEPHONE SO. FT. OCC. BUILDING VALUATION 33 1,980.00 OWNERS MAII ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS T 589-4443 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 1.980.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 45.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 19 OAKCREST DR. OROVILLE, CA 99966$ Energy Plan Checking Fee $ PERMIT FEE S 65,00 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Q; Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other OX Describe Work: RE ROOF WITH COMP __15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 620.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoo. oa mss 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 ],--in full for a and effect. License Class Lic. No. c; OW ER -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, 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' c mpensation, as provided for by section 3700 of the Labor Code, for the erformance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section h thisermit is issued. 3700 of the Labor Code, for the performance of work fori�umb My workers' compegsati insurance carrier nd polr e: Carrier �-`-%- 'e l5,n/(t�a'l �U/t,✓ Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR So OR ADDNS. ( & ACC. BLDS. 3.5¢FT, pp."ES,pT. MULTI -OUTLET 67,50 H CIRCUITS B�SINGLLE OUPTLLEETT IC R. Ex, OCCU OUTLET OR FIXTURES �0 O 1_w Ex. Occup.,OUTLFIXETS RESID.GEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ 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 lawspf California, and agree that if I should become subject to the workers' compen ,ion provisions of section 3700 of the Labor Code, I shall fo with comp h those provisions. X ___ D e Q �_ gnature of pp ihant - ❑ Owner ❑Contractor Agent If An OSHA perm is equired for excavations over 60" deep and demolition or construction of structures over 3 stories in hei ht Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $65.00 HAZ D FEES IMP I FLOOD CDF I PARCEL PD HD ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. % f% Date PERMIT EXPIR N ate Receipt No. WHITE-D.D.S.- .D. CANARY- SSOR PINK -INSPECTOR GOLDENROD -APPLICANT -7 C PERMIT NO.- 55TO-75B L P E M qMH UTIL. (PERMIT NO. PERMIT EXPIRES 2zz,/ OWNER Harley Krake jiCjONTR. Mosely & Hill, Oroville .LOCATION (A.P. 34-30-17 1?rivate rd. off Oakcrest Drive, app 300' oft Riverview, Oroville tt /JjT Temp. m p . P o w er. P e Called P E Temp. Ele .Serv. Calle PG&E Temp. as Serv. lied PG&E B INALED (Date) (Sign eArt) COUNTY OF BUTTE — DEPARTMENT OF- PUBLIC WORKS BUILDING INSPECTION RECORD y= BUILDING BUILDING (Cont'd) PLUMBING Setback / — - %S� Firewall AV .3� % Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings — 7•j Windows `7 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers `7 S Roofing — - 7 Sewer 'Garage Fdn. Vents —3 7C Fixtures Footings Garage Vents Water Htr. Stemwall Slab Prov. for physical) handicapped Heaters Appliances Carport ` Footings Conformance of ex. structure Gas Piping & Test ------.a Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing - ELECTRICAL Masonry Walls Throat 7 C Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors • Framin" y� Test Water Htr. Stucco Final Subpanels Mesh a MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling — —"7 Temp. Pole Finish ` Pcr76, Ducts Underground Interior Lath >!e.rv. a' Ventilation Permanent Door Closer — Final FV - 3_7 Final- DATE REMARKS OR CORRECTIONS 'A4 e / /6 - -7 s -c 14s Z-io •76 Aa; (gip 0u�� � s Fiber Glass Insulation BUILDERS INSULATION STATEMENT BLOWN INSULATION 1, Manufacturer's minimum thickness, to provide the level of insulation resistance (R) Values as shown: R Values are determined in accordance with ASTM'C-687 and C-236. Conforms to Federal Specification HHI-1030A. This insulation has been installed in conformance with the above recom- mendations to provide a value of R using bags of insula- tion to cover sgpare feet of area. Insulation Contractor (Sign) Builder (Sign) Company Name Company Name ' ' .ar BATTS AND BLANKET Date R INSULATION R INSULATION VALUE THICKNESS VALUE THICKNESS R22 61/2 " R-13 35/8 " R-19 6" R-11 31 /z" Meets Federal Specification HHI-521E Fiber glass batts or rolls have been installed in accordance with the manufacturer's 'recommendation to provide an R-Valu®-of� in the ceiling, in the exterior walls, in the floor or crawl space perimete . / Insyfation Contractor (Sign) Bui Sign) lV Company Name Ccmpa y Name CSG -32-11-C ate CERTAIN -TEED PRODUCTS CORPORATION. P.O. BUX.860, VALLEY FORGE, PA. 19482 CEIRAINTEED COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive -- OroAlle, California 95965 J7jr-�/7 Telephone: 534-4541 lift ss APPLICATION AND PERMIT �i MV uuuve-mentioned property for inspection purposeswii�o �cFnwmnuuvw �Vunry vi 01.11.1.0 LU cniai uNvn tilt: This permit is hereby abo. P y issued under the applicable provisions the Butte County Code and/or resolutions to do work indicated above for which fees have been paid X �C/( Date ;71 DIRECTOR OF PU IC WORKS e \Iiignatu ermiteeor Agent-- ,• B _ - Receipt No. 12 7 ��_ White-D.P.W. YjIlpww--As�sor _.Pink -Inspector,— Gol enrod-Applicant rlding permit expires Date <� BLALDING G S'� lriJ Owner GJ�,/fes ����� SQ. IeT. OCC. BUILDING VALUATION Oz1 Mai l i ng Address 7 Telephone No. 4 - -Fireplace c Fire place 0 -� Contractor liSS OL Total Valuation O Mailing Address3 S v Permit Fee 1,X74 Plan Checking Fee&/or Penalty y� ^n3,7;73 Permit Fee $ Building Address �fj/dT� O O PLUMBING No. @ FEE PERMIT FILING FEE $3.00 f 3 (� pry��/ Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees W. San on Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA 'Parking Parcel dans Declaration Parcel a P 60' R/W Im r p o ments Lawn sprinkler system 2.00 BI g. Plans Recd ` 'Por el Approval Plc •s Approval Permit Fee $ $ NEW �' ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 ' - Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) — Single Family Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures b p61 Receps„ switches & fix outlets CONTRACTORS LICENSE LAW 1 am licensed under the provisions of Chapter 9, .Div. 3, of the State of California Business & 'Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License N6_2,0 /0 7 Classification Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for W rkmen's Compensation. have placed on•file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑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 Workmen's Compensation Laws of, California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws, relating to building construction, and hereby 47-7 0, TOTAL PERMIT FEE $ �i MV uuuve-mentioned property for inspection purposeswii�o �cFnwmnuuvw �Vunry vi 01.11.1.0 LU cniai uNvn tilt: This permit is hereby abo. P y issued under the applicable provisions the Butte County Code and/or resolutions to do work indicated above for which fees have been paid X �C/( Date ;71 DIRECTOR OF PU IC WORKS e \Iiignatu ermiteeor Agent-- ,• B _ - Receipt No. 12 7 ��_ White-D.P.W. YjIlpww--As�sor _.Pink -Inspector,— Gol enrod-Applicant rlding permit expires Date <� COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive Orovitle, California 95965 %°� Telephone: 534-4541/(/•� �— APPLICATION AND PERMIT j�' BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace c Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty T eehone �. Permit Fee Building Address v PLUMBING No.1 @ I FEE PERMIT FILING FEE $3.00 r Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 , Each gas water heater or vent 1.50 A. P. No. %Gas Zoning 8 Planning piping system 1 - 5 outlets 1.50 Each additional outlet .30 F ®11.2' SanUatioa Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans I Parcel Declaration Parcel Ma P 60' R/W Im rovements P Lawn sprinkler system 2.00 Bldg,-P4vmT-RZT''d" I Parcel Approval I Plans Approval Permit Fee $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER [ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 6 U r 7 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (morethon 12) _ Single Family Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures b fd2 a 10 _+ Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of Cs ' ornia siness & rofessions Code4 under the name style of: /%� Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler. gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. �3% Classification '- Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑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 Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE 1$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ authorize sentatives of thenty of Butte to enter upon the above -m ntione rope for i pection purposes. X� Date IY-16, gnoture of vPermitee\ r Agent Receipt No. /_Ia � C^16eey White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. ECTO�PUBLIC WORKS B Date _i -'10X(7 A S zo V COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT _.. .._ BUILDING Owner` Mailing Address SQ. FT. OCC. BUILDING VALUATION Telephone No. Fireplace Contractor Total Valuation Mailing Address () Permit Fee Plan Checking Fee&/or Penalty Telephone No. �- Permit Fee $ Building Address D-�l� PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 y Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No.Gas � '•' b"I Zoning 8 Planning piping system 1 - 5 outlets 1.50 Each additional outlet .30 F Sar�ia�ieri Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parkin Declaration Parcel Map 60' R/W Improvements Lawn sprinkler system 2.lans00 BI'g. ans - Parcel Approval Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 x- S;- %U-7 J Main service 1000V OR 0 AMP ORLESS5.00 Main service EA. ADD'L too AMP 2,50 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service R 600V 1100EAMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. & ( DWELLING OCCUP. OR ADDNS. \ ACC. BLDGS. ) 22sgft NEW CONSTR. /MULTI -OUTLET NON-RESID, 1 BRANCH CIRCUITS)-2.50ea NEWCONSTR. /POWER APPARATUS & NON .RESID. \SINGLE OU1'LET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Diva 3, of the State of California Business & Professions5: de under the name sty of Ex. Occup( OR FIXTURES) P@1 BAL@1 Ex. Occup.(OUTLETSP(RESID.)FIXED ALNS.REA) 2.00 Temporary service 10.00 _ Mobile Home Facilities 15.00 �1� , `� License No.o< :7 % 7 -Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this, permit is issued I shall not em P employ y an y person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 3,DC) Heating j Cooling r - Ventilation Hood 2.00 Permit Fee $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws , relating to building construction, and hereby TOT AL PERMIT FEE $ Isl —.1 y uv. ,, LIM above-mentioned property for inspection purposes. X Date c 7 7 Signature of�Piermmitee or Agent Receipt No./ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid._ in /DIHEECTOR OF PUBLIC WORKS BY6 A-799ZtDate o -permit expires Date --- 20 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT ' BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor�ow Total Valuation Mai I i ng Address " ;:—?lPermit ��' Fee Plan Checking Fee &/or Penalty Telephone No. —C Permit Fee $ Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 �) ' n. ©int• EP -43V ,S (/ Each Trap 1.50 Repair drainage or vent piping 1.50 Tr Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. 3L1_ La .— Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F�asr $aait�tierr Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parkin Plan s Declaration I Parcel Map 60' R/W Improvements Lawn sprinkler system 2.00 LI Parcel Approval Plans Approval Permit Fee $ $ NEW ADDITIONmrd UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE J$3.00 p ip 25-4 mes­rk fcm L 6 2 % L- I L_ 0 1 , �, (AC 7 Main service eoov OR LESS 100 OROR LESS 5.00 f ��.... 7S ! - Main service EA. ADD'L 100 AMP 2,50 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service R 600V OOEAMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DWELLING O CUP. OR ADDNS. ACC. BLDGS ) ✓ 2¢sq ft NEW CONSTR. MULTI-OUTL NON-RESID. (BRANCH CIRCUITS) '2.50ea NEWCONSTR. /POWER APPARATUS & NON -RESID. %SINGLE OUTLET R. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES) BAL� Ex. Occup. (OUT ETSFIXED AP(RESID)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. l �`.�7 IClassification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ S O WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not em an P employ y person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of, the County of Butte to enter upon the above-mentioned property for ins ection u oses TOTAL PERMIT FEE is This permit is hereby issued under the applicable provisions of P P It, X ( < &�Z Date `3D� Signature of Permitee or/Agent eceipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. D�1=�O��LIC WORKSI 7 eq—� t`Date-- g ate / 3 — / g permit expires Date L,Z � _ Eft RohNIV4 Y4 -lo or ituo?411h11S�1. \Ixr.h1RJS%b.L�iA1A3Da.%. 4 tnJMr _ 1.'.Gs1415M.C�.ITaIoVS.�fjvl3oJ�Qfr/Pw) "TtP. vvPoRBN+oR �� 9Ckb4Ny1+j40s j; b'vpyu, t v troy, f r� . 1 ;U1, fRpNl.l y *11v IG°'1c, R 19 ptj . Bnln I'Il Jeri AV, Mstw e, r4 jetrr. 111:~1-ri wE 'P4r� f� J i 13,�w tows 7�cPfL r --•I I - —I --- I I 1 � � � t �� 'f�►aigCOR1� 1 , Ono I I I 1 I -Al01 g•I°IhL .Yz°Ilc ¢'S°H� 4'3'„r .--*uyvN` 3°I,It` Mh.ii 6QGR —� Aw 0,M + fblpl�• �l w,ryW HI. 9ss EKV. BKslti ptihlr (I MP.t'f�1'� T''h Tfl'. (ty109LP, T.eP. • t'•t9 �;h ' 6AsT4 YAno 'ttY�" jo. kAAS) TL N 1:MAh:'✓I 04 h161Aka-w4ir� rn _J Yb•w -- °/'Y ■ o �i¢°GIr�oP1M� 1 I—....`oi° o�J •�NtY --:IUND *4 r , _ I � • tl'O�� ;1 11 v — —I �� 11 11 II 11 i 04N V14M *0II cp � II i, 0 kI llNq A70�� 1811.° e, - &%1 v/pws- so,•vIt Gut - ¢-19 It WvcS 10°ia to Tomm OF11 This plan Is for "as bulli" PermtL Scope of work . The majority of the work was to enclose an existing 448 square foot patio cover corwerfiN it to Wing area and shown on plan as 'New Sunroom'. The existing patio cover was built and Maled In 2001. Shortly thereafter it was enclosed without permits. The work consisted of 24" walls and brick facia as per plan. The work appears to consist of very high quality workmanship and materials. WAC was provided by ducting the existing system to the New Sunmom. The existing home was built circa 1900 and was also revised as follows: Replace all existing Windows with Low E vinyl sash. Remove non bearing wall to omit bedroom 3 and make it a dinning area. Remove windows to now sunroorn and case openings. Stucco finish all exterior. zw# 29�G 19 ! t. 70-o — (/Aw Awr1Wl�w.rs s NOTE: THE 2001 CBC IS APPLICABLE TO THIS PROJECT. l_•�'��"'�^� �•�Ly1G + PROVIDE GFI FOR ALL OUTSIDE PLUGS. PROVIDE SMOKE DETECTORS IN ALL BEDROOMS AND HALLWAYS ADJACENT TO BEDROOMS AS INDICATED ON FLOOR PLAN. BATTERY OPERATION OK FOR RETROFIT PROVIDE APPROVED EARTHQUAKE STRAPPING FOR WATER HEATER. 1 v -4 �) I I 05M 04 01 -lea nw- 3" Scope of Work: The as built plan requires R-19 roof insulation to comply with code. A new over build as per plan will provide this. The 2x8 over build with 2x6 blocking will allow the placement of R-19 fiberglass bats and a 2" air gap. Insulation is provided over the 448 sq.ft. room only. Note that vent holes are to be cut into existing roof at new bays over existing attic area. Remove all existing comp. shingles and paper to expose existing PW sheeting. (existing PW is over 2x6 TG DF2.) All framing is DF2. Toe nail 2x8 over framing 24" oc to existing roof with 16d VCS and provide A-35 clips as noted. All PW nailing = 8d VCS, 6"oc edge and 12" field. Cat- s14tiv ehv - ISvR , 101t. A'S5 1 Ile CIAF oil A� 4Af-iM oVriz legtm I LC '2Xir�1,4yC"r�f' �rot� *WT� • X135 'f a�� �rP T1 -;off. JU I / X / 4 If1iplove V CUT VVI Nt) w ,.lr K (i v r�r4 l 1 9V- S I _y TO WTr ATTIC, t -PT 0 'FMO '1 Of � ! SAYS T c*iz tv;ni Pr 1 2 .� 3Z�d �r/AwN►•�� 4 M M _1 .sow> 5Wu 1,A-6Jr 1-er OVAZ IVAM1 N -MA4. 1���•12"' .,!' C��o.JiodS ^R>vc�v JC�rt � 12 (AT �� �J�w Qf� I I � _ r v OS8 SyT� ly( V 791 LTLr..r Al r 0 r 0; 01 (a tz .4r f-) 40 Mi. -12w S%/. -- fAl) vf" vdpvie 4----- �rID of 8�G fir// 5 / d �-✓_ P£ O/' 00 77. 00 ORAWN _ e,, CHECK,.. DATE SCALE JOE] NO. d'1 • v1a� t2- GHEET OHEETU �y x. . za • O o IL ORAWN _ e,, CHECK,.. DATE SCALE JOE] NO. d'1 • v1a� t2- GHEET OHEETU �y -6r,ttx 1�Ju� KIK, �'I�o�t 'f�i �15� • >► .G�11t15rA 4VS• 6pf"OIJ IIIF- ri�.T-Fr. N r�"III�IIII��� � nH. w��mas wdsm. ar�r,�fld�w m. I This plan is for "as built" permit. Scope of work: The majority of the work was to enclose an existing 448 square foot patio cover converting it to living area and shown on plan as "New �%I,JDa�1S; Sunroom". The existing patio cover was built and C. "Ca in 2001. ++ Shortly thereafter it was enclosed without permits. I LJ�� ,..... _ _,_._ ... _�__ _ - The work consisted of 2x6" walls and brick facia as per plan. The Vis Ti►�'D.. _ I,� `44 work appears to consist of very high quality workmanship and materials. HVAC was provided by ducting the existing system to the 9 New Sunroom. The existing home was built circa 1960 and was also revised as Replace all existing windows with Low E vinyl sash. Remove non bearing wall to omit bedroom 3 and make it a dinning area. Remove windows to new sunroom and case openings. Stucco finish all exterior. G °jdl�l. �Z�tiV °3°Id6 '��3'H>- vy�liL v ���� O H t o 3 �l 0S tii ZHFAEZ WAW., = -3/8 c�. s . 8 , wl ���, �� a •t G 4 G 4 �G �- G 3 �' 15htnr ---- 1 30 5 w C� l l/�,j sW (P p•"1 k !•f t.• Std%• 'R� M ►.jS'C''�t' (� ;U C TYK (C)40,90 ES C 60924 � " ,Ito . 2- �, �z I r�•� ><n 6H SW Gn?° �,�} _`1 snr► t,0.1. ----- t°4 v 3J- ------------------ 19110 �&E: THE '2001 CBC IS APPLICABLE TO THIS PR6kff L V140 1r4W �'�+�iq`� PROVIDE GFI FOR ALL OUTSIDE PLUGS. PROVIDE SMOKE DETECTORS IN ALL BEDROOMS AND HALLWAYS ADJACENT TO BEDROOMS AS INDICATED ON FLOOR PLAN. BATTERY OPERATION OK FOR RETROFIT. PROVIDE APiPROVED EARTHQUAKE STRAPPING FOR WATER HEATER. f N f „ r qy _..-.a:aw.,...:.1..wo......1...,.+:1:.,.._a:..... 777777::._.,.h IYi7 y""rr'LIYY. } no DRAWN R 'CHECK46s DATE SCALE JOB NO. 01- ota� SHEET k OFhF SHEETS a �%