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026-250-021
026-250-021 01-0504 BIRKH Z, WAYNE SU Y BROOK LN. OROVILLE CONT:0 ER NEW SF 026-250-021 )C-r�Al' �f01-0505 BIRKHOLZ, WA E 1 ,�� SUNNY BRO LN. OROVILLE CONT: OWNER GARAGE j026-250-021 99-0390 BIRKHOLZ, Wayne 300 Sunnybrook Lane, Oroville ' Contr: Owner yr New SF 3 bedroom J 1. a' . RECORDING REQUESTED BY: Jeff Stevens AND WHEN RECORDED MAILTO: Mr/Mrs Jeff Stevens �-o.ev,( -)3 ( 9NL0E*,k0,C,A A.P.N.: 026-250-064 (portion of 026-250-021) DOCUMENTARY TRANSFER TAX $115.50 Order No.: 2014--0006925 Recorded 1 REL' FEE- 19.00 Official Records I TAX. 115.50 County of I COPIES 4.00 Butte j CHDACE J. GRUBBS I County Clerk-Rec&derl i I SK 01:56PH 07 -Har -2014 I Page 1 of 2 t SPACE ABOVE THIS LINE IS FOR RECORDER'S USE Escrow No.:' GRANT DEED ..Computed on the consideration or value of property conveyed; OR �i U N Dj6L51& N� t �G. A-1;_; 5 � %L Signature of Dedw." or Agent detemuidrig tax - Ran Name I .Computed on the consideration or value less liens or encumbrances remaining at time of sale. FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Wayne E. Birkholz and Kathleen J Birkholz husband and wife hereby GRANT(S) to Jeff Stevens and Julie Stevens, husband and wife, as joint tenants the real property in the City of unincorporated area County of Butte State of Califomia, described as: See Attached Exhibit "A" Dated February 27, 2014 STATE OF CALIFORNIA COUNTY OF Butte Wayn kholz On -7,/7i I(q before me, C. Costa, Notary Public personally appeared Wayne E. Birkholz and Kathleen J. Birkholz - who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) Kathleen J. Birkh z r is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the persons) acted, executed the instrument. I certify under the PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. 1r. COSTA` CumtAissidn. * 1997944, WITNESS my han and offs I I �• Nptary. Public'—Cali lorma D gutte.County My Comin. Expires Nov 11, 2016 (Notary seal) Signature Mail tar, statements to: same as shown above EXHIBIT "A" Parcel 1: LOT 2, IN BLOCK 101, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PALERMO CITRUST TRACT NO. 2", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 8, 1888. PARCEL II: A ROAD AND UTILITY EASEMENT LYING UPON -SUCH LAND AND ADJACENT LANDS j DESCRIBED AS FOLLOWS: i AN AREA 60 FEET.IN WIDTH LYING ADJACENT TO AND LYING EASTERLY OF AND PARALLEL TO THE WEST-LINE.OF LOT 2 OF BLOCK 100, OF LOTS 2,3 AND 4 OF BLOCK 101, OF LOTS 1 AND 2 OF BLOCK.105, AND OF LOT 2 OF BLOCK 106, AS SHOWN ON THAT CERTAIN MAP ENTITLED,'"PALERMO CITRUS TRACT NO. 2 -,WHICH MAP WAS RECORDED IN THE �OFF ICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 8, 1888, AND INTERSECTING SOUTH VILLA STREET. NEW APN 026-250-064 (A PORTION OF 026-250-021 0?05-DoioY NOTES'- I RESIDENTIAL_ 026-250-021. 99-0390 t "DERMBIRKHOLZ, Wayne �, NO. — , — 300 altnnyDrOOK Lane, Oroville Contr: Owner I 1 New SF 7 I>'edroom 0! • I. OFFICE COPY Addresses ID ev GAS Meter BY -. Dat�� .D ELECTRIC SRA Meter By FLOO__,.,,=rs I IFICATE REQ. FIRE SPRINKLERS REQ. ° SPECIAL INSPECTION ITEMS s Y, VERIFY _— __USE P_E.8MI_T._CQNDI_T_I.ON.S__—_., OFFICE COPY Address i • GAS Meter By Date M1 " ELECTRIC Meter By Day .Z ?— 7 IV ' x _ Z 7``t5' JOB FINALED (D'at '- ' Signatur ✓ = OK O = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 9. 1. Zoning Requirements -Setbacks -Easements Roof; Shthg-Roofing 2. Soils; Special MH Support Sketch 12. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) Date 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete FINAL (Plans) OK except #'s 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. 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 Dale DESKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements, 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric r 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-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 92. Sewer Connected -C/O to Grade -HD Approval . E rgy Compliance Certificate -Other Certificates RESIDENTIAL (,c Date 1. Vnderfloor (Plans) OK except #'s oning-Setbacks-Easements-Flood-Slope a Z. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Card B-1 Date Card B-1 3. t< Ftg. Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth g.' Porches & Decks; Soils -Steel-/ r Ftg. Depth 5. Stemwal ain; Steel-Blockouts-Wrapped f: ..A 6a. 7. -15 --walls, Garage; Steel- Blockouts-Wrapped Hold Downs and Special Anchors Slab, Steel-Wrapped 8. Piers -Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Te -2 -C/O ew est 10. UF, Gas Pipe; Size Anchors - Y r as Piping; Size 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date - Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date Y.LUMBING (Permit e t r Htr.; Ve - es om ion Air ffle Water Pipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection 20. S er Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date 4(4(-' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s k---F,xture & Transformer Clearance -Ins. Protection ec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. Eg0p. Ground made up w/Mech Fasteners -Bond Gas & Water p fiance Circuits in.Kitchen & CoAductor Size GFI Subfeed Wire Size/ / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cuy AI -Oven Circ. /4" / g -Por At Insulated Neutral UWes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. QJo<es Closet Light -Shower Light -Spa Light lefi�QSmoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent an, Exhaust above insulation ondensate Drain & Overflo ize & Grade 3 ur ace"Vent Acc s•Comb. Air -Return Air Ve 115 outle Attic Access & Platform if Furnace in Attic Date = jq Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Materials & Anchors 19.1- Walls Studs-Nailina SDacina & Braces -Plates -Sound b2! ri ,Walls over Girders & Floor Nailing 3' aft Stop in Walls (rat proof) 44. - e Stops, Furred Ceilings -Stairs -Chasers -Tubs sJg! Headers & Beams -Size & Bearing dingle & Duplex) Date 4 FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 4 Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. i4 Fireplace Ties or Type A Flue -Fireplace Throat Clearance j4 . 9ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing Rsepocty_Liue_Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Ae"Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer h - Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 1U. Shear s; Nailing -Bolts 1 56 e Interior/ExterforVFall Panels 61. Insulation -Walls -Ceilings `_§Z_irrffrratio n- Walls -Windows Date /© t t Card B-14 ZY Date Card B-1 Date /� QCard B-1 rs Date Card B-1 Date _-7-Qtk FINAL (Plans) OK except #'s §A -'Smoke Detector 6 urnace Vents -clearance -Comb, Air - Connector -_ Garage; Above Floor-Ducts-Mech. Protection 6 room Exiting F.I. & Bath Fixtures & Tub Access -Spa ec. Trim & Subpanel, Breaker Sizes & Labels --89-Mirs & Rails ieplace or Stove, Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance `291ec. Outlets & Receptacles at Kit. Counter 4. Garage Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper j Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Garage; Above Floor-Mech. Protection -77._JWb., Elec. & Mech. Equip. Listed for Location 78. :Pbc, Receptacles in Garage (F.F.I.)-Romex Protection 4 Insulation -Foam -Looked in Attic 8�uard Rails & Deck Construction -Post Caps 'gam. VBents & Crawl Hole Door Drainage & Wood -Earth ____C l9a jAnce Looked under Floor O Yes 2. Following Instld./Drive ] Yes i] No/Walks D Yes ] No/Planters 0 Yes 0 No tucco Brown -Finish r84 Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings X86 --Water Well, Disconnect, Electrical, Plumbing 87� eiior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House ro action 0. Corrections from Previous Inspections 91. Gas Test -Meters Taooed. Gas -Electric 92. Sewer Connected -C/O to Grade -HD Approval . E rgy Compliance Certificate -Other Certificates 94. Address Posted Dat 604) 4 Ile and 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: LOERKE INSULATION CO., INC. INSULATION CERTIFICATE_ 300 Sunnybrook Ln. Oroville Number and StreetCity County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches) 10.25" Brand Name Thermal Resistance (R -Value Brand Name Johns Manville Thermal Resistance (R -Value) R30 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .500 Ib, Minimum Thickness 13" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R30 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 3.5" 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name Johns Manville Thermal Resistance (R -Value) R13 Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thickness (inches) Thermal Resistance (R -Value DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficient Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 ,Z�- �7 LOERKE INSULATION CO., INC. Item gnat re, Date Installing Subcontractor Co. Name)Or General Contractor (Co. Name) Or Owner Item ss Signature, Date Item #s Signature, Date Install Ing Subcontractor Co. Name Or General Contractor (Co.Name) Or wner Installing Subcontractor_ (Co. Name) Or General Contractor (Co. Name) Or Owner COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chid, CA • 530) 891-2751 7 County Center Drive • Oroville, SCA • (530) 538-7541... CORRECTION NOT _.E ER I PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above a dress and should be corrected. Please notice this office when correction of work is comp ted. If you have any questions pertaining to this matter, or need additional explanation, ale se contact this office immediately. Inspector _.�� ;r 4 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 414 Main Street • Chico, CA • (530) 891-2751 s,' 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine in sp ction indicates that the following violations of butte county Ordinances exist at the.'. A above addre s and should be corrected. Please notice this office when correction -of, Work is f completed. f you have any questions pertaining to this matter, or need additional explanation, s please co tact this office immediately. ? _7 7Ze 1;; ltv 6'.1 U 5 mac° 5 L AA 41-L- CK'�sx -� v Zrn L Date Inspector REV 10/92 D�'2 �DUtidiZ� 21�7 vI r,t K�l - RecplvE II V K01, LJ ELEVATION CERTIFICATE ExpiesMay3j.'197 ExptresMay,il, 199. SEP• 1 •l 1999 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTEN'W0ma v i Ltificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide�►'6rJiafg}1W, Necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper Insu ce premium rate, end/or to Support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION BUILDING OWNER'S NAME Wayne Birkholz STREET ADDRESS (Including APL, Unit, Suite and/or Bldg:. Number) OR P.O. ROUTE AND BOX NUMBER 300 Sunnybrook. FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION (Lot and Block Numbers, etc.) APN 26-25-21 Butte County East end Sunnybrook T,anpf Fact end Lone Tree Rd CITY STATE ZIP CODE Oroville CA 95gA9; SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION 1 (In AO Zones, use depth) 060017 0995 C 06-08-98 AE 143 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): El NGVD '29 ❑ Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has, established a BFE for this building site, indicate the community's BFE: I I I I I I.LJ feet NGVD (or other FIRM datum—pe!Section B,, Item 7)• SECTION C BUILDING.ELE,V (, _.3 e 1. Using the Elevation Certificate Instructions, indicate the diagram number,from the, di�grams�found on Pages 5 and 6 that best describes the subject building's reference level b 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of,the;referercettevehflbor from the selected diagram is at an elevation offeet NGVD (or other FIRM datum—see Section lB,fItem 17)� `'O Jk . •s u . (b). FIRM Zones V1 430, VE, and V (with BFE). The bottom of the, lowest horizontal, structural member of the reference level from the selected diagram, is at an elevation of I I I I I I,H feet NGVD;(or other,FIRMrdatum—see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is I I I,I I feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is i I ! .!_; feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? U Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: (xl NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes ® No (See Instructions on Page 4) 5. The reference level elevation is based on: x❑ actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is:! I 1 11519.LOj feet NGVD (or other FIRM datum -see Section B, Item 7). • SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C. Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: I I I I I I IJ feet NGVD (or other FIRM datum—see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81-31, MAY 90 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION • t SECTION E '. CERTIFICATION by land surveyor, engineer, or architect who is authorized by state or local law to certify elevation This certification is to be signed a information when the elevation information for Zones A1:AX'AE; AH, A (with BFE),V1—V30,VE, and V (with BFE).is required. floodplain management information, may also sign the 4;certification. Community officials who are authorized by local law or ordinance to provide In the of Zones "AO and A (without a FEMA or community issued BFE), a building official, a property owner, or,an case owner's representative may also sign the certification. • r Y Reference levet diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, area Feature(s), then list the Feature(s) not ;_ enclosure size, location of servicing equipment, area use, wall openings, or unfinished included In the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. r �; f 1 certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. imprisonment under 18 U.S. Code, Section 1001. { I understand that any false statement may be punishable by fine or Ronald •L`: Graves -P.L.S. 4085 f. LICENSE NUMBER (or Affix Seal) CERTIFIER'S NAME Professional Land Surveyor, Ron Graves and Associates COMPANY NAME TITLE 0roville CA 95965 _ STATE ZIP, ADD � = CITY 09-23-99 (530)534-5987 M SIGNATURE DATE PHONE + Copies should be made of this Certificate for: 1) community official, 2) Insurance agent/company, and 3) building owner. ; Nt LA COMMENTS: R * PLS 4085 OF C ^rl , FLOOD ELEVATION ON SLAB. A V ZONES ZONES 11 ADJACENT 1 GRADE AWACENT GRADE WITH BASEMENT A kr ZONES BASE ON PILES, PIERS, OR COLUMNS A V The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. t Page 2 r r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION I 7 Cbunty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO e7lr-7- 9y (Rev. 12/96) APPLICATION AND -PERMIT' �� . ASSEU%AFL SS!U b21 �J �J ZONINR_5 BUILDING PERMIT OWNEEJRL WAYNn TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace "At' LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 678.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 440-70 BUILDING ADDRESS 300 SUNNYBROOK LANE, OROVILLE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 9 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 56.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 15 nn TYPE OF WORK Nnw Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15-00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800VOR UE Main Service zo.A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.b License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fp[ 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 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 Main Service TO 46.00 WEE200A NEW CONST. DWELLING LDSUP. CC ( N sEr 3.5QF°: 78.40 cad MUL''cTcou�n NDN•REs10. @7.50 PSINGOUTLET CIR. OWERLE APPARATUS oLmFroRFlxruREs Ex. Occup.BAL 20 Q'.0° @ .so FIXI Ex. Occup. DUTY Aa DRQ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 121.40 MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 6.50 Ventilation 4.50 4.50 PERMIT FEt $ 61.00 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, 1 shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that 'rf I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. G Date 3- / Pignatu ant - Owner 11 actor ❑ Agent - Wover An 0 quired for excavations over 60" deep and demolition or construction of structurstories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ • 46.00 TN CONST TO*L F $ ,,,u• D. I COP PAR PD ISSUE , This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indic above for w ' fees have been paid. g By Pt5&0a PERMIT E PIRES Ng Date ReceiptNo. Z CEp L �S WHITE-D.D.S.-B.D. CANAR -ASSESSOR P NK-INSPEC OR GOLD NROD-APPLICANT F , -�-.- - ,w.+=.' .. . , . '-�► .1'r�'.i.%+;.�'C .�:`-,. �, i.- .r� , � � y.r-rN�-r..nn.-rce�•�j•�,�yf�+:.-�v.u}+atwy :•'�7` ` CO !NbtF'BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ^CBUNTY CENTER DRIVE - OROVILL:E, CALIFORNIA 95965 TELEPHONE (916) 538=7541 PERMIT APPLICATION DATA SHEET OWNER: I L ASSESSOR PARCER: Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit p6ceising and/or issuance: Date Received By ❑ 1. All items 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. 04. gmeered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- jp.neered truss details and layout in duplicate (required prior to plan review) No faxes!------------------ 116. ----------------- ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data d installation instructions including Tie Down Specifications .------------------ �0. Fees of $ o------------------------------------------------------------------------------------- 2 d 1. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ California Department of Forestry plan approval/fees. --------------------------------------------------------- . 3 . lood elevation certificate.---------------------------------------------------------------------------------------- ��� 0- F f . �t Sanitation and plot plan approval t'1� Health Department. ------------------------------------------- ,❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- w. ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- - ❑ Planning approval for (A) Use: (B) Parking: -------------------------- ,r �Contact Land Development about dimprovements, ❑ Drainage, iLegal Parcel. ----------------------- 3 P.0 al 9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on (Date) 021 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) - -------------------------------------- W 4. Letter of signature authorization. -------------------------------------------------------------------------------- . Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 3— Z j C<V Z2y 026. Letter of intent on building use. ------------- 027. Manufactured Home utility clearance. ----- ❑28. Existing violations and/or expired permits. 029. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: en you issue theperfmi process as follows El Mail to owner, ❑Mail tot ntractor. ►Telephone Kb i hold for at ©roJ1 t ❑ and pickup office. Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Poll ion Date: By: Copy of plans sent 11 Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: p / l ❑ Plan Check List 2. Additional items required: t Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, CyBuilding 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, ❑ Building Div'sion counter, by Date: Plans reviewed by: Date: Plans approved by: Date: J— / —U Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by:,j4r Date: Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY Plot �P Attached — Floor Plan Attaehod--�; Sort to B. DS li TO: Building Department FROM: Environmental Health I SUBJECT: Sanitation Clearance Owner Location AP# I� Plan Approved for: Sewage Disposail; Water Supply: Public Private Well I Clearance for dwelling. Other m n i Hold final for: Final clearance O.K. for: NOTE: / A 9' Environmental Health Specialist Date 8/96 .. �, •. ., .. ♦ -..�. .'".. ,.. ami : � _ r^• .AM�'.1 i''i: r.F�.�.R' 1 ; 'L h ,N,q � 1 ) 1✓� ':.G`_. _ "n��-.x�c� R; ;,�':'Y� .yr`���-a.� ? J��rzX�'`^', .;7.,,�,��,`;t'�'��"�+"Y-�.Y.F'�t�j�..,�:FS!v�,�.��i+�.^1r"�3r+s. f-�`'+' • ;L;,r �a. S, •,.�'.� r� �� � �F � .. F =. Q COUNTY OF BUTTE 7 DEPARTMENT OY DEVELOPMENT SERVICES - BUILDING DIVISION -77, COUNTY CENTER DRIVE, OROVILLE CA 95.965 TELEPHONE (916) 538-7541 . ` SCHEDULE OF FEES DUE ^ ( C OWNER ��� �'`Q if ' PROPOSED BUILDING USE rkQ.Z� �1`� -DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES, ,Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ... \........ $ -- Revised Plan Checking Fee ....... $ V 2. SCHOOL DISTRICT FEES 1 (paid at District Office) ��jZ3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ W C(-Jr��. f �.r Units { U 7 7 f Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4; URBAN AREA FEES (paid at Building Division) 'a1 r Residential (per unit) . X_ =$ rr #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at. District Office) r 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) / 7. SRA FRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT C!/ DATE Pursuant to Government Coe Sectio 020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the. imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner �.' (Rev. 2/97) r•...r�.f++i l�.v+'•� 4,. /{�•'i -.:5. _ Yrr' rte-�l`"-_•.:. � �,.,,,_ ... � ..y,,;. ter+ �....�.,..,,�� ,.,w.+`�...r'5.�� r�..!'1,..�� r.yw+�li•; r.y�,�. � . °n,,,i��,r�•..�..�.-..... . ':.,,., ,.� r*.,.. ....., . BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM • (One form per Builditig) 1�+r r t.. School District ��� �/ / Building Department No. A.P. Number Jurisdiction: CityCounty Property Owner Property Location/Address +>6U S ti � 17 A -cm A- .4—"— Subdivision "--Subdivision Lot No. a` ................................................................................................................... Residential Development /� ? Sq. Footage No of Living Mobile Home Addition/ *Supplemental to — ° (Group RR) Units Installation Conversion Permit # '(No foundation inspection); .............................................................................................................. .... CommerciaVl ndustrial New Addition Sq. Footage (Ir oludir�g Exterior Roofed Areas} q 3 Date , A` s imoor runs reviewea Dy bcnooi uistnct r•ersonneii District Identificabon No. 990094 !� V AaL�W School District certifies that tApplicant) n Liv (Street Address) (Phone.Number) •(City) 1 (State) (Zip Code) has complied -with the requirements of Resolution No representing1W 4 square feet. �r�n►�1� �. C School District Representative Paid by Check # Remarks: by payment of $. t"( Q C1 2 1 l �,. AB 2926 $ FULL MITIGATION : ^ 1aa Ig� Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the Sehoof District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act'ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicantl, Yellow (building department), Pink (school district) feeform.xls (10198ldmm rr M rL 'OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and -b . Baring yot signadu+e. Please complete and return this information at your earliest opportunity to avoid unnecits.. dejay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the.proposed . ' property imprZemnt : YES � NO 2. I HAVE E NOT 13 signed an application for a building permit for the proposed vw . I have contracted with the following person (firm) to provide the proposed'constracttoii:: lv®�iE, 'ADDRESS.- , . CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I p laa to provide , rttons of this'work, but I have hired the'following.person. to coordinate; P ... P Po supervise, and provide the major work: NAME: CITY: ADDRESS: .. PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted(h(hired) the following persons to * provide ' thework indicated: NAME, ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER:__ '1'eellDGZ \ SOCIAL SECURITY NUMBER:_ _ �l DATE: 3—/- 5 5 NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of lite California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER _OWNER BUILDER INFORMATION _ Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as'the builder ofP ro Pe� i'" improvements ;For your protection; you should be aware that as "owner-buildet"you are the 'responsible party ofjecord on suchf a permit. -Building permits ai re 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 ar"e"ailso requir`e`d by law to put their license number on all permits for which they apply. y If you plan to,do your own work, with ;the 4exception of various trades that you planto subcontract; you:Adt ld:. be'aware of the following information'for your benefit t, and protection y *; �. ...... - ♦ .;..If,you'employ or otherwise engage any persons other than your immediate family, and the work (including'aaaterials and other costs) is 'S300 or more for the entire project, and such persons are not licensed as contractors or .....,subcontractors: then you maybe an employer. ; ♦ If you are an employer, you must register with .the' State and,Federal Governments as an employer and you are subject"to"several o6ligations.including'state and federal income tax.wititholding,,federal social security taxes, s workers compensation insurance,`disability" insurance costs; and unemployment compensation contributions° ♦ 'There may be financial risks for you if you do not carry out these obligations, and these risks are espeeiallyse iota . with respect to worker's compensation insurance. ♦ "For more'specific infortiiation about your obligations under Federal Law, contract 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. tom.' .. `� ..-h . -• If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under IGa ed conditions. A fregtien`practice`of unlicensed persons -professing to be contractors into secure an "ownerbuildee' 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 contrac jprs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" inn the reverse side of this form so that we can confirm that you.. are aware of these matters. The building permit will not be issued until the verification is returned. +trely, Vi ira,C.B.O. uilding Inspection NOTE: This Owner-Builder,lnformadon is required by Section 19830 of the California Health and Safety Code - OVER Y. 6OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 3 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER a6 _as-- 2j ZGNINA-.r BUILDINGPERMIT OWNERTELEPHONE "qy�f SO. FT. OCC. BUILDING VALUATION OWNERS MAJUNG ADDRESS I CONTRACTOR'S NAME You► � f nn l.�' �' E O E . � CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace MCI Total Valuation $ (9 (.Q 1 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ Vl ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS -3,00 �1 ® Energy Plan Checking Fee $ I $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Flingee 20.00 USEOFSTRUCTURE SF 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 ❑ Utilities ❑ Installation Describe Work: ❑ Other ❑ Gas piping system 1 - 5 outlets 15.00 / Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2�o.OR LLEEss 23.00 Xa�, ' ' " I i I Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR 3.5Qso OR ADDNS. ( & ACC. BUDS. NEW CONS MULTI.OUTLET NON-RESID.. @7.50 POWER APPARATUS 8 SINGLE OUTLET CR. OUTLET OR FIXTURES 20 O 1.00 Ex. Occup.BAL @ •50 Ex. Occup. oimFr-S AED.NS GEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 . , • ' PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 (p Ventilation f .Sii PERMIT FEt: $ Mobile Home Installation Fee $ Energy Inspection Fee $ e OCC CONST. TYPE TOTAL FEE $ l&0e2cC7o HAZ. 1 D. FEES IMP I FLOOD CDF PARCEL I PD ND ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON le ReceiptNo. CQ WHITE-D.D.S.-B.D. CANARY -ASSESSOR P K -INSPECTOR GOLDENROD -APPLICANT T A.ND N1'1 -1E\ RECORDED NIML TO: BUTTE COU.NTY BUILDING DIVISION 7 COUNTY CENTER DRIVE ORONILLE CA 95965 a COPY of Document Recorded 23 -Mar -1999 1999-0012372 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Sf 14 %TAC NFc D 011—iCSCX%PT/ PA) Date: 3 -off -3 " �%% PROPERTY OWNERS: Wa a Bi z State of California ) County of Butte ) On _ 3/23/99 before me, B.J. Green /?Votary Public personally appeared **Wayne Birkholz** personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the mithin instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal.ABA GREEN COMM4 1169480 t� NOTARY PUDLIGCAUFORNIA Signature , Seal: Q : ' COUNTY OF BUTTE w Comm. Expires Jan. 15, 2002 b bobio*0 sagmuz)ba to Ycion, LertiQizo: Aa0fl0039 YTHU6Mbg t u DESCRIPTION AP# 26-25-21 PARCEL 1: LOTS 2 AND 3 IN BLOCK 101, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PALERMO CITRUS TRACT NO. 2", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 8, 1888. PARCEL II: A ROAD AND UTILITY EASEMENT LYING UPON SUCH.LAND AND ADJACENT LANDS DESCRIBED AS FOLLOWS: AN AREA 60 FEET IN WIDTH LYING ADJACENT TO AND LYING EASTERLY OF AND PARALLEL TO THE WEST LINE OF LOT 2 OF BLOCK 100, OF LOTS 2,3 AND 4 OF BLOCK 101, OF LOTS 1 AND 2 OF BLOCK 105, AND OF LOT 2 OF BLOCK 106, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PALERMO CITRUS TRACT NO. 2 -,WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA,.ON JUNE 8, 1888, AND INTERSECTING SOUTH VILLA STREET. END OF DOCUMENT 0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Proje.ct._T. tle..r.......... The Birkholz Residence._.. —. -.-..-.,,Date ........ 02/10/99, Project Address........ #6 New Foster Place Chico *v4.50* qq- 0Jg0 Documentation Author... Marty Runnells ******* Building Perm't it Energy Calculation Services Z'_ 5 - 1907 Mangrove Avenue, Suite D Pian Check D�� Chico, CA 95926 916-894-8466 Field Check/ Date Climate .,Zone..11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -99025S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 1664 sf Single Family Detached New Front Facing 0 deg (N) 1 1 Slab On Grade 16.2 % of floor area 0.59 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-13 R-n/a tiR-13 � 0.088 PLAN FRONT, LEFT es Description Shading Fins Type Window Front (N) KNEE WALL, BACK 0.600 2 Drapes.Std None Yes ,VinylD v-� _ Front RIGHT Roof n/a R-30 R-n/a R-300.031 Window TO ATTIC - (E) 28.0 0.600 2 Drapes.Std None None`�VinylDiv, VAULTED TRUSS S1abEdge n/a R-0 R-n/a R-0 0.900 TO EXTERIOR SlabEdge n/a R-0 R-n/a R-0 0.720 TO EXTERIOR FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (N) 76.0 0.600 2 Drapes.Std None Yes ,VinylD v-� Door Front (N) 20,.0 0.550 2 Drapes.Std None Yes-Glz<500i Window Left (E) 28.0 0.600 2 Drapes.Std None None`�VinylDiv, Window Back (S) 53.0 0.600 2 Drapes.Std None None ;VinylDiv- Door Back (S) 20.0 0.550 2 Drapes.Std None None,Wood ' Door Back (S) 20.0 0.550 2 Drapes.Std None None Glz<50o[ Window Right (W) -16.0 0.600 2 Drapes.Std NoneVinylDiV• Q Door Window Right (W) 20.0 0.550 2 Drapes.Std None s Glz<500ic Right (W) 16.0 0.600 2 Drapes.Std Nory�j n`VinylDiv, • I CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2_ CF -1R The.,,,Birkholz Residence....._...._.<.� MICROPAS4 v4.50 File -99025S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal Twoe Exposed SlabOnGrade Yes SlabOnGrade No THERMAL MASS Area, -Thickness (sf) (in) Location/Comments 412 3.5 KIT./ENTRY/BATHS/UTILITY 1252 3.5 TYPICAL HVAC SYSTEMS Minimum Duct Duct Equipment Type Efficiency Location R -value Gas ",,0.780_ AFUE Attic R-4.2 ACSplit X10.00 SEER'_' Attic R-4.2 WATER HEATING SYSTEMS Tank Type C.storage. Thermostat Type Setback Setback Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value 'Gast- _ - Standard SPECIAL FEATURES/REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3_ CF -1R1 ..Project,._Ti.t.l.e......... ...,........ ..Th:.e-B.it-kholz-.Residence......._ _.._. _ D.ate..,....�.....M.._0.2../_1.0./_9.9 MICROPAS4 v4.50 File -99025S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal COMPLIANCE STATEMENT , Thi.s....certi.ficate-of--compliance ,lists. -the building --features and =performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name .... 4Z9AJIL Name .... Marty Runnel l s Company. Company. Energy Calculation Services Address. /pg,7 4o&g 7gfri Ao, Address. 1907 Mangrove Avenue, Suite D (94 Chico, CA 95926 Phone ... �S3o 1 .s"3S - 83s"S- Phone ... 916-894-8466 License. Signed.. -/ - Signed'.. (date) Aa2t� ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1_ MF -1R Project_Ti.tl;e,._..<,.............F.>�,.The,�Birkhol.z.-.Reside nce. . Date,........ .02,/.10/991.1. dd ******* Project A ress........ #6 New Foster Place Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit # Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone......... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -99025S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs _ 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. T i W I MANDATORY'MEASURES CHECKLIST: RESIDENTIAL Page 2_ MF- 1R. .-Project-Title......._........_._.—T.he,.,Birkhol.z R.esidence.,,-..-,,....,,,,,_. -.Date..,. 02/,1'0/.9,9't'_'_ MICROPAS4 v4.50 File -990255 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES er 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. ✓ 150(1): Setback thermostat on all applicable heating systems. V� 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 780-. thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater -for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. 7A NA M Enforce- ment Design- Enforce- -er ment COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Birkholz Residence Date. ...... 02/10/99 ro�ec ress........ ew Oster ace Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check Date Climate Zone. it - Compliance Method...... MICROPAS4 v4.50 -for-'i'9"95 Standards" by"Enercomp, 'Inc. MICROPAS4 v4.50 File -990255 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 13.85 14.26 -0.41 Space Cooling.......... 11.51 10.33 1.18 Water Heating.......... 13.26 13.22 0.04 Total 38.62 37.81 0.81 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... 1664 sf Single Family Detached New Front Facing 0 deg (N) 1 1 ReducedYear Slab On Grade 1 14096 cf 1664 sf 1664 sf 1664 sf 16.2 % of floor area 0.59 Btu/hr-sf-F 8.5 ft BUILDING ZONE INFORMATION Floof- # of Area Volume Dwell Cond- Zone Type (sf) (cf) Units itioned HOUSE Residence 1664 14096 1.00 Yes Vent Special Thermostat Height Vent Area Type (ft) (sf) Setback 2.0 n/a 1 f COMPUTER METHOD SUMMARY Page 2_ C -2R I Project, Title......._..,..,.-.......-.._.,T,he..,Birkholz_.Residence-. MICROPAS4 v4.50 File -99025S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal OPAQUE SURFACES h Y.. Areas._=...U- Insul Act, .-,- _. -Solar .,,:._Foam,, 3. -Location/... Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 320 0.088 13 0 90 Yes None PLAN FRONT 2 Wall 228 0.088 13 90 90 Yes None LEFT 3 Wall 32 0.088 13 90 90 Yes None KNEE WALL 4 Wall 323 0.088 13 180 90 Yes None BACK 5 Wall 98 0.088 13 180 90 Yes None KNEE WALL ' 6 Wall 236 0.088 13 270 90 Yes None RIGHT 7 Roof 1276 0.031 30 n/a 0 Yes None TO ATTIC 8 Roof 404 0.031 30 0 14 Yes None VAULTED TRUSS PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 9 S1abEdge 35 0.900 R-0 No TO EXTERIOR i 10 S1abEdge 133 0.720 R-0 No TO EXTERIOR FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 36.0 2 VinylDiv Slider 0.600 0 90 0.88 0.78 Drapes.Std 2 Door 20.0 2 Glz<50o Hinged 0.550 0 90 0.88 0.78 Drapes.Std 3 Window 20.0 2 VinylDiv Slider 0.600 0 90 0.88 0.78 Drapes.Std 4 Window 20.0 2 VinylDiv Slider 0.600 0 90 0.88 0.78 Drapes.Std 5 Window 12.0 2 VinylDiv Slider 0.600 90 90 0.88 0.78 Drapes.Std 6 Window 8.0 2 VinylDiv Slider 0.600 90 90. 0.88 0.78 Drapes.Std 7 Window 8.0 2 VinylDiv Slider 0.600 90 90 0.88 0.78 Drapes.Std 8 Window 16.0 2 VinylDiv Slider 0.600 180 90 0.88 0.78 Drapes.Std 9 Door 20.0 2 Wood Hinged 0.550 180 90 0.88 0.78 Drapes.Std 10 Window 4.0 2 VinylDiv Slider 0.600 180 90 0.88 0.78 Drapes.Std 11 Door 20.0 2 Glz<50o Hinged 0.550 180 90 0.88 0.78 Drapes.Std 12 Window 9.0 2 VinylDiv Slider 0.600 180 90 0.88 0.78 Drapes.Std 13 Window 12.0 2 VinylDiv Slider 0.600 180 90 0.88 0.78 Drapes.Std 14 Window 12.0 2 VinylDiv Slider 0.600 180 90 0.88 0.78 Drapes.Std 15 Window 16.0 2 - VinylDiv Slider 0.600 270 90 0.88 0.78 Drapes.Std 16 Door 20.0 2 - Glz<50a Hinged 0.550 270 90 0.88 0.78 D-rapes.Std 17 Window 16.0 2 VinylDiv Slider 0.600 270 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3_ C -2R. _,.,,.Project..,,T. t.:e,.,,., .-. ..,,T.he.,-Birkholz..Residence..----,.,.. ,-,.Dat_e r _ ,... ,,02./.1.0:/9.9 MICROPAS4 v4.50 File -990255 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal OVERHANGS AND SIDE FINS 1 THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value HOUSE 1 SlabOnGrade 2 S1abOnGrade 412 3.5 28.0 1252 3.5 .28.0 System Type HOUSE Gas ACSplit 0.98 R-0.0 0.98 R-2.0 HVAC SYSTEMS Location/Comments KIT./ENTRY/BATHS/UTILITY TYPICAL Minimum Duct Duct Duct Efficiency Location R -value Efficiency 0.780 AFUE Attic 10.00 SEER Attic WATER HEATING SYSTEMS R-4.2 0.830 R-4.2 0.810 Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) 1 Storage Gas Standard 1 .58 50 SPECIAL FEATURES/REMARKS k I External Insulation R -value I window -. —Overhang .---7 —Le.ft..,Ein..:.:.. = Right . Fin— Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 36.0 4 n/a 9 .5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Door 20.0 6.67 n/a 9 .5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 20.0 4 n/a 9 .5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 20.0 4 n/a 9 .5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 16.0 4 4 12 .5 17 3 n/a n/a n/a n/a n/a n/a 16 Door 20.0 6.67 3 12 .5 8 13 n/a n/a n/a n/a n/a n/a I THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value HOUSE 1 SlabOnGrade 2 S1abOnGrade 412 3.5 28.0 1252 3.5 .28.0 System Type HOUSE Gas ACSplit 0.98 R-0.0 0.98 R-2.0 HVAC SYSTEMS Location/Comments KIT./ENTRY/BATHS/UTILITY TYPICAL Minimum Duct Duct Duct Efficiency Location R -value Efficiency 0.780 AFUE Attic 10.00 SEER Attic WATER HEATING SYSTEMS R-4.2 0.830 R-4.2 0.810 Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) 1 Storage Gas Standard 1 .58 50 SPECIAL FEATURES/REMARKS k I External Insulation R -value I HVAC SIZING Page 1_ HVAC Project Titl_e., ..:...•..a:..r- :-.The:..,B:irkholz Residence Date............,.02./1.0/9.9....•., Add 1 Pr ******* oject ress........ # 6 N w eFoster P ace Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check Date Climate Zone•.-........ _ .. 11 - Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. 1 MICROPAS4 v4.50 File -99025S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1664 sf 14096 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70,F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Description (Btuh) 0 deg (N) Cooling (Btuh) Opaque Conduction and Solar...... 11528 5022 Glazing Conduction ............... 6296 4092 Glazing Solar .................... n/a 4216 Infiltration ..................... 8018 3292 Internal Gain .................... n/a 2100 Ducts ............................ 2584 1872 Sensible Load .................... 28426 20594 Latent Load ...................... n/a 4119 Minimum Total Load 28426 24713 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment_ Other relevant design factors such aB air flow requirements, outdoor design temperatures, coil sizing, avairability 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. Date: March 8, 1999 Permit Applicant: Wayne Birkholz 300 Sunnybrook Lane Oroville, CA 95965 Permit Number: 99-0390 Assessor Parcel #: 026-250-021 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Provide the location of the HVAC. If it is in the attic. Provide a truss detail which allows for the added weight of the unit. Provide engineering frotruss company which allows loading for the dormers. f I % Provide porch roof framing since the trusses do not extend over the porch. Your plans show both 4 X 6 and 6 X 6 posts - clarify. Provide beam sizes at the breezeway which will support the trusses for 12 feet. 4 X 8 header will not span 9 feet over living room windows. Please size headers including garage door header. 6. Provide all other data sheet items. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Linda Sexton Enclosure: School fee form, pay at School District, and bring yellow copy to Building Department s I f 4 i Date: March 8, 1999 14 V 6 a' ttecoun!y LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 k Permit Applicant: Wayne Birkholz 300 Sunnybrook Lane Oroville, CA 95965 Permit Number: 99-0390 Assessor Parcel #: 026-250-021 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton RESIDENTIAL PLAN CHECKING GUIDE MNLYLt rAM1LY, VUYLI�X AND WSCELLANEOUS ONLY OWNER: j'' BLM DIlV ER l s C7 PLAN CHECKER: 3 A P. NUMBER' GENERAL. : - Zoning requirements: (side yards and number of pmmitted living units). L ; Valuation.j . Plans signed by designer. Proper description of work on application Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.).. 7rL Recorded notice of violation. Complete parcel size and dimensions. , . ;- Setbacks, side yards, easements, etc. V Other buildings or structures. Grading, fills and/or drainage. 01, Flood hazard Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). _. Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E C. 210). Lights, switches, recepta , d e or re04do-fi=aintenance of mechanical equipment. Location of water heaterheatin d cooling equipment, other electrical or gas equipment. Garage firewall, door size an closer ectron . Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 III - + � pus rrEMS TO LOOK Stairway cletails: W3diW rise and him, head clearanoe, hancfrails (Section 1006). Brink Exterior plaster - "weep "(Sewon:2596).. Proper roof pit�h for ro4covering (Section ISO 1). Roof covering type - (fire huard),,,:- 36- halls and stairway& Living am over garage - complete 14S= separation reqWre t d cm� gi -side includi . ng4portiiig wallsz�d Two e)dts on three - stocy dwellings (Section 1003). Underfloor access and ventilation'(Section 2317.7). Attic' access and ventilation'(Section 1505). Combustion air for fbel burning an=' L P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all wderior openings. C.D.F. responsible am requirements. July 1996 3.3 FOR BUILDING DIVISION USE: Receipt Information: t` ` Number: � `l 00 Date: Issued To:Q'�/�L� Amount: KI- Fees Retained: Processing Fee: ✓ Bldg. Filing Fee: Plbg Filing Fee: ,/ Elec Filing Fee: Mech Filing Fee: Energy P/C Fee: ✓ Plan Check Fee: Inspection Fee: SRA Fee: Total Amount Retained TOTAL REFUND DUE $ $ : 00 $ 0 - 00 ..DC) - $ go, 00 $ 6.0 i REFUND CLAIM APPLICATION CLAIMANT'S NAME MAILING ADDRESS 900 ASSESSOR PARCEL #: RECEIPT NUMBER(S) Request a refund of fees paid on the above receipt number(s) for the following reasons: Please refund any applicable fees in the following categories: (Check those. categories which you wish to have refunded.) (Building Permit Fees ( C.Y/Sheriff Fees ( ) SRA Fees (CDF Fire Planning) ( ) Urban Area Fees Disposition of Plans: (VI"*' Plans returned to me at counter ( ) Please mail plans to me at above address. ( ) Please dispose of plans. SIGNATURE DATE PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM, FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. 1. Y X06/. ao G�.4a U VO* 0,-- BUILDING PERMI T SITE PLAN CHECKLIST APN: Building Permit No.: G1'� 0 �fl D Proposed Use: SFD CMH ❑ Multi -family ❑ Res. Acc. ❑ Ag. Bldg. ❑ Comm. ❑ - Ind. ❑ Other: Zone District:. A - 5 The Proposed Use Is: Permitted: ✓ Not Permitted: Requires a Minor Use Permit: 'Accessory Bldg. Use: General Plan: Low 11cM , al w� Requires a Use Permit: Requires an Administrative Permit: Parcel Created By Map? No: Yes: I--' Book/Page i'c�Grww G-hti� vac }- S�t3, Map Conditions? No: ✓ Yes: , See reverse side \,N4.tL 441 Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front 2W Side 5 Side, street t�lrA Rearrj Height Parcel in Land Conservation Agreement? No: Yes: , Check Use Parcel in North Chico Specific Plan? No: ✓ Yes: , Check NCSP Zoning Parcel in Floodplain? No: Yes: ✓ , Zone: A IC-,- Panel No.: Parcel in Enterprise Zone? No: ✓ Yes: , Check Use Commercial/Industrial/Multi-family Uses Parking Requirements: OK as shown Landscaping Requirements: OK as shown Comments: Other: _ Other Reviewed By: ULS Date: 1 CHECK SPECIAL CONDITIONS WHICH APPLY. TO PARCEL: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. —1. • Submit a plan of the existing on-site mature trees, located in the proposed for building and dcieeway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. Amature tree shall be defined as a tree with a trunk measuring 4 inches in,`diameter, 4, feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _ gallon size. d _2. Prior to the commencement of grading and/ortconsfruction activity, all individual or groups of oak trees which are,rto be - retained as part of the project, shall be'fully`protected through the use of root protection zones (RPZ). During construction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the `trunk to the • dripline. Within this protective buff6, no°grading, trenching, fill, or vegetation alteration of any kind shall be allowed.'"The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the fencing "shall be removed. _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall beat least 16" above the ground'and•the upper st'rand`shal1 be no higher than 48" above the ground.' _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. 5. Prior to any clearing, giradirig and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be obtained:., a California Fish and Game 1604 Stieambed Alteration permit and an Army Coips 404 permit or exemption certificate. t _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200,to Battalion Number of the Butte County Fire Department. 8. Automatic fire suppression sprinkler systems shall be installed in all residential structures 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, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010 - ,. RR „t. 10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville.. Area Traffic Mitigation Fee Agreement" Payment to be made to the Planning Division. *� ` 11. 'Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. '+ 13. - 14. • 1 S , K:\BLDGCH4.FRM ,z 2 LAND DEVELOPMENT. OROVILLE / CHICO � /��_ BUILDING I ENVIRONMENTAL HEALTH -PERMIT CLEARANCE Building PWM tN06`2 NAME OWNERS dJ i W �Z- , VU -Q- NUMBER 0 G' PRINT LASTNAAIE FIRST ADDRESS/ LOCATION: COUNTY ZONING DESIGNATION: FLOOD MAP: �� FLOOD Z APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TOAPPROO DEED INFORMATION: PARCEL CREATION BY DEEDS _ OR MAP V DATE OF CREATION: DEED REFERENCE LEGAL ACCESS PROVIDED: YES —' NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: 111,141 5 T3,4L S F--f0-aA-f 2,6 7- tiES. S'/�c'C/r=y by/4/cif Cc)T /S 7b G4 e- Cjtfv�co ty,- . .. MAP INFORMATION: OATS OF RECORDING:LOT �' 2 ? -j COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED?' (MAP RECORDED PRIOR TO BOOK .17 OF MAPS AT PAGE 23): YES _� NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Med vAu t EH.D. requirerne�tt� CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE 8UWXQ DAMW U 07f Ab1lls 1. Maintain a 50 ft. bang setback from centerline of road. _ 2. Maintain a R building setback from right-of�nray/centerUne _ 3. Comply with Zoning code fbr building setback from road. _ 4. Maintain a 100 R leachfteld setback from all e)dsdng wells. _ 5. Maintain a R leachfleld setback from —6. Pay water tender fees in the amount of i to Battalion Number of the Butts Count► Fire Deparbnsr L —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Conned to a public water supply. —9. Conned to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed In all residential structures In ecoardenoe with the N8dWW Fie Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and rtfobils homer. NEPA Standard 130, unless a pressurized community water system, with hydrants that meet Fire Department sped&mdw* terve, the parcel. i� �i' tp 33NVMV3l3 Llwa3d 0(nS\Swa0:J RECEIVW MAR 0' 1 1999 COUNTY OF BUM LAND DEVELOPMENT DIV. *"U!g m uWaftw opp&wda pmkis Pus sous ut+P qp s41 C4 OW eq U841 Pinar► WSM 9141 '1 m p"09PA a Aq qp 841 p ' 0% SA Amus o4ti 14 eseeo P%P 4m P ' Pum�P Peua4unoas8 eye soynosa, Aus 11 'oz _ "WOm m I* eummawdm www " imu (A Pus ! ,vd3,«1.po�p Puie nAW PooM --et �Wno'J • *8 MA jo it WW '£ JO 84104 WwmW pled eq ptp wpUMUtp4s Joi 0% ill WwjdopWAP V VGW Padwl loa* Aid •emMidnS jo pmS AVino'J WS 841 Aq Pe*p uee4 004 N% 4mg A'Pled eq (4 sus 0% ltN ieea J 9L - '^ •ew,�.pmp� ...�� .yn ��W �'py��"�� y�M� yy ���.�u y���'���N�IrpR"Wowxyipu11�WM *Amn qwmn.j,4 8Po0 Wpm wwoxun a# to qmuwOw eta 4w" Aoum 04 Pspu1em e4 " dWF4 pwxqm M u W_ '9 � — . *WMW Su/uuttd OW co •Po ea a S POWA d AV 90.4 uoioqpm *owl:r a o 841 W ws Pam so -- , S to wno841'Asd •Pled 04 pets mun Bun 1 wWpe io Meu tpm soil 9% uopftf r_09;R4 d •til: — ZOIiS£ M Is eumO I 49 PStioa •levo m uoPeeen x4 eweo PUB 49Ujo 16 Wedea 841 uJQ4 leiw� uW6 It F (mqK iegwnu Wood veS) sveA deo jo uoAeAomd e41 A4 WN -31J 1 M-Wd l01ueu4mdea ";o sweweiinbw 8 POVJ •Z1 $ jO)unouie ett ul 0% (1W1sla WWAwa 0WNu841) 'a'0'l Asd ' t t y COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: WAYNE BERKHOLTZ ADDRESS: 300 SUNNYBROOK IN. CITY & STATE: OROVILLE, CA 95965 DATE OF CLAIM: 11-14-01 IMPORTANT.• SEE INSTRUCTIONS SUBMIT CLAIM TO DEPARTMENT RECEIVING UUUUS UH StRVIGtS ON REVERSE SIDE )ATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) OWNER DECIDED NOT TO BUILD: AP# 026-250-021, BP# 01-0504 01-0505, RECEI 3/14/01 OWNER: WAYNE BERKHOLTZ AMOUNT , LUL TOTAL AMOUNT PAID: 2.061.00' STAIN REFUND PROCESSING FEE: 2100 REFAIN BUILDING PERMIT FILING FEE X2 STAIN PLUMBING PERMIT FILING FE STAIN ELECTRICAL PERMIT FILING FEE: X 2 STAIN MECHANICAL PERMIT FILING FEE: X 2 RETAIN ENERGY PLAN CHFC.K PFF* 1) 1 nn RETAIN PLAN CHECKING FEE: 49'.40 TOTAL AMOUNT TO BE RETAINED: TOTAL AMOUNT TO BE REFUNDED: TOTAL 1 ,4011.6 14 ne undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true J correct as stated. ,ted this 14 day of NOV 0 Oat OROVILLE , Calif. e of Claimant the undersigned, hereby certify that to the best of my knowledge, the services or specified abov be performed or deRmed and 3t there is s Budget Appropriation ( I or Specific Board Approval ( I (Check one) the ited this 15 day of NOV , ` J at OROVT_ ..E , Calif. De artment Head or Authorized Deputy :pt. Code 440-002 Exp. Code 4210500 PAYABLE FR�M BUILDING PERMITS FUND apt. Code Exp. Code PAYABLE FROM FUN tpt Code Exp. Code PAYABLE FROM FUN DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. I PROJ. I SUB. OBJ. I CLAIM NO. I INV. NO. . I INV. DATE I ENCUMS. I GROSS AMT. gage 1 h533-bl.dsn } LOUISIANA-PACIFIC_CORPORATION / WOOD -E DESIGN 98.1.32 03/11/99 06:09:49 { COMPANY: ,! JOB ID: ' J 4' STATE: NC CODE`. SSBC **WARNING** DO NOT=USE THIS DESIGN AFTER: 1-31-99 PRODUCT: 2 -PLY 1.750" X 9.500" GANG -LAM LVL 2950Fb 2.0E DESIGN DATA DEFLECTION ----------- REACTION MOMENT SHEAR LIVE LOAD TOTAL LOAD --------------------------------------------------------------- ACTUAL .0 8507 2419 0.246 0.466 ALLOWABLE 13381 6428 0.613 0.800 STRESS INDICES 0.636 0.376 L/596 L/316 NOTES t CONNECTION ---------- r *** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM, ! SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. *** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE STAGGERED AT 12.00" C/C. *** COMPRESSION EDGE BRACING REQUIRED AT EACH END OF COMPONENT. STRUCTURAL GEOMETRY ------------------- SPAN 1 12.500' TOTAL SPAN: 12.50 FT DESIGN CRITERIA FOR ROOF BEAM LIVE DEAD SPAN ALLOWABLE ALLOWABLE (PSF) (PSF) CARRIED SLOPE LOADING LL DEFLECT TL DEFLECT INCREASE ----- ------------- ----- ------- ---------- ---------- -------- 20 17 24.000' 0.00 TOP L/240 L/180 0% SPAN CARRIED IS NOT CONTINUOUS. LOAD PATTERNS ------------- CASE SPAN SHAPE TYPE SOURCE W1 W2 X1 (FT) X2 (FT) ---- ---- ----- ---- ------ ------------ ------------ ------- ------- +ALL 1 UNIF DEAD ROOF 213.5 PLF 0.000 12.500 +1 1 UNIF LIVE ROOF 240.0 PLF 0.000 12.500 + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. SECTION FORCES CASE MOMENT (FT -LBS) SHEAR (LBS) -------------- ---- --------------- ----------- 1 8507 2419 SUPPORT REACTIONS (LBS) USE THESE VALUES WHEN DESIGNING CONNECTORS ------------------------------------------------------------------ CASE BRG#1 BRG#2 1 2834 2 83 4' CASE BEARING SIZES (IN) ---- ------------------ 1 3.00 3.00 Page 2 ',h533-bl.dsn LIVE LOAD DEFLECT TOTAL LOAD DEFLECT CASE SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW: L/? ---- ---- ------ ------ ----- ------ -- ----- 1 1 0.246 0.613 596 0.466 0.800 316 STRESS INDICES CASE MSI VSI -------------- ---- ----- ----- 1 0.636 0.376 SLENDERNESS PATIO = 2.71 LIMIT = 10.0 VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT. THIS COMPONENT DESIGN IS SPECIFICALLY FOR LOUISIANA-PACIFIC ENGINEERED WOOD PRODUCTS. USE OF.THIS PROGRAM TO DESIGN ANYTHING OTHER THAN GANG -LAM LVL, LPI -JOISTS, TECLAM LVL, OR TLI-JOISTS�IS STRICTLY PROHIBITED. Page 1 h533-b2.dsn LOUISIANA-PACIFIC CORPORATION / WOOD -E DESIGN 98.1.32 03/11/99 06:10:37 COMPANY: JOB ID: STATE: NC CODE: SSBC **WARNING** DO NOT USE THIS DESIGN AFTER: 1-31-99 PRODUCT: 2 -PLY 1.750" X 11.875" GANG -LAM LVL 2950Fb 2.0E DESIGN DATA DEFLECTION ----------- REACTION MOMENT SHEAR LIVE LOAD TOTAL LOAD --------------------------------------------------------------- ACTUAL 0 15048 3253 0.391 0.742 ALLOWABLE 20252 8035 0.813 1.067 STRESS INDICES 0.743 0.405 L/499 L/263 NOTES CONNECTION *** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. *** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE STAGGERED AT 12.00" C/C. *** COMPRESSION EDGE BRACING REQUIRED AT EACH END OF COMPONENT. STRUCTURAL GEOMETRY ------------------- SPAN 1 16.500' TOTAL SPAN: 16.50 FT DESIGN CRITERIA FOR ROOF BEAM LIVE DEAD SPAN ALLOWABLE ALLOWABLE (PSF) (PSF) CARRIED SLOPE LOADING LL DEFLECT TL DEFLECT INCREASE ----- ------------- ----- ------- ---------- ---------- -------- 20 17 24.000' 0.00 TOP L/240 L/180 0% SPAN CARRIED IS NOT CONTINUOUS. LOAD PATTERNS ------------- CASE SPAN SHAPE TYPE SOURCE W1 W2 _-X1 (FT) X2 (FT) ---- ---- ----- ---- ------ ------------ ------------ ------- ------- +ALL 1 UNIF DEAD ROOF 215.9 PLF 0.000 16.500 +1 1 UNIF LIVE ROOF 240.0 PLF 0.000 16.500 + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF SECTION FORCES CASE MOMENT (FT -LBS) SHEAR (LBS) -------------- ---- --------------- ----------- 1 15048 3253 SUPPORT REACTIONS (LBS) USE THESE VALUES WHEN DESIGNING CONNECTORS ------------------------------------------------------------------ CASE BRG#1 BRG#2 ---- ----- ----- 1 3761 3761- CASE 761 CASE BEARING SIZES (IN) ---- ------------------ 1 3.00 3.00 Page 2 h533-b2.dsn LIVE LOAD DEFLECT TOTAL LOAD DEFLECT CASE SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? ---- ---- ------ ------ ----- ------ _------ ----- 1 1 0.391 0.813 499 0.742 1.067 263 STRESS INDICES CASE MSI VSI -------------- ---- ----- ----- 1 0.743 0.405 SLENDERNESS RATIO = 3.39 LIMIT = 10.0 VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT. THIS COMPONENT DESIGN IS SPECIFICALLY FOR LOUISIANA-PACIFIC ENGINEERED WOOD PRODUCTS. USE OF -THIS PROGRAM TO DESIGN ANYTHING OTHER THAN GANG -LAM LVL, LPI -JOISTS, TECLAM LVL, OR TLI-JOISTS IS STRICTLY PROHIBITED. q? L6A- Ac000To U10(,R710iJ � �4c6 odol� 5/7/ic/ .;�, � J o �� V � SSt�'�E _ ,, 1• �1 5-•2 •o-� .COUNTY OF BUTTE- DEPAR�TMirtNT~vs'u''� HVICE3 BUILDING DIVISION l� 7 County. Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER IT NO. (Rev. 12/96) APP.LICATIQM AND PERMIT ASSESSOR PARCEL NUMBER a 250-021 ZONING A5 BUILDINGPERMIT OWNER BTRKT4()T Zi TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWNERS "UNG DRESS Inn q1W1Y BROOK LN IMMa-UE, CA 9-596-5 41 15 5,408-00 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 691 01) ARCHITECT OR ENGINEERS MMUNG ADDRESS Plan CheckingFee $ 40-3.65 BUILDING ADDRESS LN CA A95965 Energy Plan Checking Fee $ 23 00 $ PERMIT FEE $ 1067.65 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 6.00 Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each as water heater or vent 15.00 1 on TYPE OF WORK New ® Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SF Gas piping system 1 - 5 outlets 15.00 1 nn Buildin sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE t 136.00 ELECTRICAL PERMIT Fling Fee 20.00 WOVMain Service zo.A OR LESS 23.00 2 3 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law,/dor the following reason: e 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 Main Service TO lOooA 46.00 NEW CONST. DWELLING OCCUP. W OR ADDNS. ( d ACC. S. SO 3.50Fr. 58.25 N"ON RESD ' MULTI. OUTLET CIRCUITS 97.50 POWER APPARATUS & SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES .00 BAL @ I.w Ex. Occup. ouTTtTs AE�sID.DEA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 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.) certify that in the performance of the work for which this permit is issued, I shall employ any person in any manner so as to become subject to workers'FEESD compensation laws of California, and agree that N I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. -� J X Date 2— d,2 0/ Signatur of cant - Owner ❑ Contractor ❑ Agent An OSVperFJWis required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating SPT.TT 30 00 Cooling Hood 6.50 6.50 Ventilation 2 4.50 PERMIT FEt $ 65.50 Mobile Home Installation Fee $ Energy Inspection Fee ' $ 46.00 ±OCC3CONST.YPE�I E.,FEE$not CDF PARCEL PO HD ISSUE This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. Te Receipt No. 1415.40 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �, , ,. r ►cN � :i,`rW.�.t'�%�'j:�.•+'� t _.'."` �� ti, h-. '� '�.�'�"'� 1+Kwn/�•�%��P�+.c��yr-�r'"�.��,,...;7�' r'ki,�'yr . ~ '�;,R-- A'ATIYO17BUTTE'�R ARTMEI�T�OF�EVE•I�QPMENT SERVICES -BUILDING DIVISION 7�COUNTWENTER DRIVE - OROVIL)✓�"ORNIA 95965 - TELEPHONE (530) 538-7541 t "PLICATIONIDATA SHEET AE�9 aldS-OIR ,gposed utldi g Usecoy r 090ulCi, ilding I spect r;' Date: 3— C> At time of permit ap,pp, lication, 11WaW advised the following data must be submitted prior to permit processing and/or issuance: �' A► R ° ! u C Q1il� 159 Date Received By r ❑ 1items &-ft' sen submitted.--------- --------------------------------------------------------------------------- lot plans seis, signed by the preparer of plans. ------------------------------------------------------------ �%Complete plan sets, signed by the preparer of plans. ------------------- --------------------------------- 04. Engineered plans, 3%4 sets, with wet signature on plans. All engineering must be shown on lans.-------- 'I Alm Engineered truss details and layout in duplicate (required prior to plan review) No faxes! `-- 6.'Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑7�. � .� fv,-/tatenrie%t t nt orNon;3ieated ------ -� ------------------------------------- 08 24 m ------ ---- Ow. --- ❑ � Manufactured Home data and installation instructions including Tie Down Specifications. ------------------ Feesof $ ------------------------------------------------------------------------------------- 1. Impact fees as shown on the attached schedule. -{? - - - ----at- �-��------- `��%- ❑ alifornia,Department of Forestry plan approv ---------- ----h---------------------- NFlood elevation certificate. - -- ----------------------------------- - 4. Sanitation and plot plan approval ealth Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ------------`---- ----------------------------- ❑ 17. Plannuig'approval for (A) Use: d r� (B) Parking: ` -------------------------- �❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage 'C gal Parcel. ----------------------- �� x'19. Encroachment Permit for driveway (construction approval prior to occupancy). ------------------------: --- ❑nsp 20. Pre-iection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑ 2 . Workers' Compensation carrier -°and policy number. ----------------------------------------------------------- 23-Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- O -Letter of signature authorization. ------------ ----------------------------------------------------------------- 5. 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 11433 A ❑Grant Deed ❑'M H Title ❑ Check t H C D $ -4 �— b / (Date) o--------------- . ❑30. other:,, ------- When you issue a ermit, r sVows ❑ Mail to owner, /❑ a�il�jo c� jtractor. Telephoner �nd hold for pickup at C / fes- (/ office;❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent 0 Health Department, ❑ Fire Department, ❑ Air PolldiAn Copy of plans sent ❑ Health Department, s❑ Fire Departm Other: �D By: 1. Index permit application for the above items numbered- ❑ Plan Check List 1 2. Additional items req i ed: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buil counter, by Date: Contractor, designer, owner; was advised of the above required data by ❑ phone, ❑ mail, b 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 da by ❑ phone, ❑ mail, ❑ Buildin vision counter, by D 'te: ` Plans reviewed by: Date: Plans approved by: Date: 'Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date - Yellow Copy - Department of Development Services, Building Division. E. SE ONLY ��,.. Plot Plan Attac Floor Plan Attached Sant to B.O TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner'Location -A.p Plan Approved for: Sewage Dispose ater Supply: Public Private W.), Clearance for dwelling. Other � I K Hold final for: t I. Final clearance O.K. for: I NOTE: Environmental Health Specialist Date 8/96 (,...COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 county Centel Drive a Oro'vilie; Ealifornis 95M • Telephone (530) 538-7541 PE WT NO. J AND PERMIT tea)UCATf-ON asaempofto'L6 asp- , BUILDING PERMIT °2k Pat z -33.as3 SD. FT. OCC. BUILDING VALUATION r.aoro aoaaase 0 ci Aj Q2oo X L.ct , Q2oU/LGfill C43 9S'9 6 °° ' mum I A rA- 8u/to/7-'e T -TAItI17- D _— oo"rsvC=W waoo aDCAM �TsucT�ruooa . Fireplace Goa LOCO" VAR" Aooc+ess Total Valuatlon S OR 0404M uaxe "n FiUnci Fee = 20.00 Permit Fee = AF,CW i ar ps*94=11 kALM AL O=$ Pian Checking Fee S Energy Plan Checking Fee a S PERMIT E S FE Q W)1' V-p P Ne;, r �'" PLUMBING PERMIT Aling Fee20.00 Each Ira 7.00 i USEOPSTRUCTURE Solar or heat um water heater 23.00 SF Duplex O Mobdehome D O'iher Water piRing 15.00 /S IIfeC" Each gas water heater or vent 15.00 S TYPE OF WORK Gas pleing "tam 1 - 5 outlets 7-7 15.00 7 S Naw),RddrSon 0 Rmmodei E3 l�iom Q Instalatlon OMts�r' 0 Building sower 15.00 S Moble Home S G W1 1 Q20.00 Describe Work: W PERMIT FEE S ELECTRICAL PERMIT Flip Fee 20.00 Main Service '20GA a'i 2a 23.00 _ < Main Service ""To 100M NEW aa c. oweuxo occur. ON OW a pec. sura. 46.00 3.StFFr, 56' � - J "o►renro. ' =►,olmm @7.50 rowel arr�Tus a Ex. Occup. WW ook RruaeaPC= m O I.00 au. 0 .so i AMWO. OR Ex. Occup. ounars esro. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Disc. Wiring 23.00 f * G U PERMIT FEE _ MECHANIC PERMIT Filing Foe 20.00 PERMIT FEE PAID (� , Heating^> SRA $ - Cooling SHERIFF 3 /j1� E LLL Hood Ventilation 5.50 S T) OTHER $ P RMIT FEI: S J Moble Home lnstaile n Fel IS Energy Inspection F j IS LQ C col TO ALF $ "~ ' AMOUNT RECEIVED $ This permit Is hereby issued u r the appkable provisions of the Butte County Code and/or Rasolubons to do work Indicated above for which fees have been paid. *RECEIPT NUMBER * TO BE PUT" INTO COMPUTER By By Date —.— PERMIT EXPIRES ON --• .y - �/•�. 1 hJ ._mss.• -+-..-.�r.v.-•-.x- ....-...-.....�.�......-err.---•-•-•i.�..-...-�,.--......►v._•I•.�•----•�-..-...-»--ti.-.-r--,.,.+.-..-,-�,.•,�-r-�^.r�^�.-•.r•-...--"r.-to.-r.----•--tir-.w --�-••..,,,.u�....� i I COUNTY OF BUTTE.- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County -Center DriveOroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. ` (Rev. 12/96) APPLICATION AND -PERMIT' ASSESSOR PARCEL NUMBER a ZONING BUILDING PERMIT OWNER BTRK YNF- TELEPHONE 933-9881 SO. FT. OCC. BUILDING VALUATION U 11,252.00 .OWNERS MAIUNG DRESS624 300 SUMY BROOK LN. OROVTTIE, CA 99965 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 135-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS SUNNY R'RnnK TN_ 0`13MITE, CA 959A5 Energy Plan Checking Fee $ $ PERMIT FEE $ 9A9 79 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome EX Other SPECIFY Each Trap 7.00 Solar or heat 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 ❑ Describe Work: GARAGEHE Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 aOOV OR Main Service 200" OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fpr the following reason: f�' 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: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. ❑ 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 �f one hundred dollars ($100) or less.) U1 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 provisions of section 3700 of the labor Code, I shall forthwith comply with those provisions. r� X Date �'— �7' r%� Signa f Appl > owner ❑ Contractor ❑ Agent An permit' r uired for excavations over 5'0" deep and demolition or construction of str ctures ova stories in height. Main Service 200" TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. OR ADDNS. ( a „�, �S. SO 3.5¢x: 1.85 NON-RESIo MULTI -OUTLET 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex, Occup. OUTLET OR FIXTURES BAL o L:50 OWNER Ex. Occup. OUTLETSFMD ASID °PRw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 41.85 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Uocc T TYPE TOTAL FEE $ 284.60 HAz. D PEES IMP I FLOODCDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been -paid. By Date PERMIT EXPIRES ON I ata ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT fiY OF BUTTE DEPARTMENT OrDEVE OPMENT SERVICES -BUILDING DIVISION 7 COUNTVftNTER DRIVE = OROV`iEEF C�ALORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER:. 6j K ASSESSOR PARC ER: DSS ~ O Proposed Building Use: Building Inspector: Date: 3 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. items have been submitted .-------------------------------------------------------------------------------------- lot plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------------- ------ r omplete plans, 3/4 sets, signed by the preparer of plans.----------------------------------------------------- 04. -----------------------------------------T------- -❑4. 75�in ' eered plans, 3/4 sets; with wet signature on plans. All engineering must be shown on plans. -------- _ eered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ _ ❑ 6. Energy Design Compliance and supporting documentation.---------------------------------------------------- 117. ---------------------------------------------------❑7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- 118. --------------------------------------------------------❑8. Hazardous Material Form. -------------- VO—Fees anufactured Home data and installation instructibns including Tie Down Specifications. ------------------r of $ i .• ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑California Department of Forestry plan approval/fees. --------------------------------------------------------- lood elevation certificate. --------------- - ----------------------------------------------------------- Sanitation and plot plan approval Health Department.4� --�40 vj;------- ��A'W 5 , ❑ l 5. City of Chico plumbing permit.----------------------------------------------------------------------=------------ ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- I El 17. Planning approval for (A) Use: 0 (B) Parking: -• ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage—,$4,Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- N E120. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- •" `- ❑22. Workers' Compensation carrier and policy number. -------------------- E123. Owner-Builder ------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner ❑). ❑ 24. Letter of signature authorization. (❑ 25 Recorded copy of Agricultural Acknowledgment Statement. td�`�6.- Letter of intent on building use. -------------------------------- ❑27. m#factured Home utility clearance. ----- 028. sting violations and/or expired permits. ❑ 433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- . Other: �� j _ ou rssue the ermit p o7SS: f ows ❑Mail to owner ❑Mai to contractor. ®Telephone �� d hold for pickup office. ❑ Deliver with ector. 1 i 1 Applicant: _ j' Copy'of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air f Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: (Date) f Date: 3 -/Y of 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, wa sed of the above r da ❑phone, ❑mail, ❑ Building Divisr anter, by Date: Plans reviewed by: 1 O Date: Plans approved by: Date: 01 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by:- Date: , J, Yellow Copy - Department of Development Services, Building Division. �; % t✓ / „ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-7541 PERMIT N0. (Rev. 12196) APPUCAT`ON AND PERMIT 01 nW” Aseesaala+w+caralrss� _ , �.- QW aowle �4-S BUILDING PERMIT o>«wra /��fp(�/L Q/�kflOL ss33�? SO. FT. t OCC. BUILDING VALUATION ow1a% waw aoaUu.�du oow w ro" K%w 0,Wx/z 2 Tsue4004 ry+Fy oownlAerorr+ waoa aoo=$ cosm"VCTm umm uaoM WA%M A000M Fire lace Total Valuatlon = OR 0404= ucrJst NO. Firma Fee = 20.00 Permit Fee = 35-- ',—Plan AftPV er 00 DoWU is waa+o A001AMe PlanChecking Fee S 7 °"a'4ieA00'�'e Energy Plan Ch ecking Fee t SGS' PERMIT FEE >; uoTm suem4c"We ►""ca "~ PLUMBING PERMIT Filing Fee 20.00 Each Trap7.00 USEOFS UCTURE SF O Duplex O Mobi7ohome er �.ecw Solar or heat um water healer 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New O Addition O/ Remodel O UtW" O In*Wk*rr O Other O Describe Work: ( Gas piping "tam 1 - 5 outlets 15.00 Building sewer 15.00 Moble Home S G W @20.00 PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 Main Service =a Lznz3, 23.00 j ITemporary ` *PERMIT FEE PAIS SRA - - SHERIFF $ OTHER $ $ $ AMOVNT RECEIVED $ c� g`� ` d *RECEIPT NVAiiBER � l * TO BE PVT INTO COMPUTER Main Service 20" TO goo" 46.00 New COWT. owais�o Deco►. 3.Stf° 011 ADW4. t AOC. 6Ns, R. pro.mw Gum 1.Mks @7.50 /OWIM AMAMrA a $90W cyku cm 7t— Ex. Occup. ou ar ost �o ani a 1.00 Ex. Occup. ovn °s oro�cA 5.00 Service 23.00 Moble Home Facilities 20gOO M1sc. Wiring23 PERMIT FEE _ MECHANICAL PERMIT Filing Heating Cooling Hood d•50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee = ocTILV PC TOTAL FEE $ °;=a This permit Is hereby issued under the applicable provisions of the Butte County Code and/or Resolutlons to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON 1D��1 IIII "I II" IIII I �I I'II II I'I I III'�I AND WHEN RECORDED MAIL TO: 2 0 0 1-1001 1 7 2 2 8 BUTTE COUNTY BUILDING DIVISION Recorded I REC FEE 7.00 7 COUNTY CENTER DRIVE OfficialRecordsI CONFORM .00 OROVILLE, CA 95965 Count Of BUTCANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Cindy 09:18AM 27 -Apr -2001 I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT el FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows:." All that real property situate in Section 7,Township 18 North, Range 4 East, -s M.D.M., unincorporated area, Butte County, California described as follows; 1 Lot 2, Block 101 of the Palermo Citrus Tract Subdivision #2 lying North of the centerline of Sunnybrook Lane and it's Easterly extension, from the West line of said Lot 2 to the East line of said Lot 2. -... _ Containing 9.2 acres more or less. Date ®l PROPERTY OWNERS: State of California " County ) %t 1 �, RUDYIRIiVi� IS �;- coon of i r sr Comm 441..487$9' ! On %�, 00 % d0i;1 Rui+ l�' ntyfetnia 1 before me, " aw,9 v I?W/W A )e1 4149L11.01 E Off X1/0?'/,112Y � p Ontm.r ....{y`_P,6,�Q1�'+ personally appeared woo y/,✓g if L - L- '0 ,D /f /9 ?' y .�i fi'J(/� - [ Z "• �!L_ personally (mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official se [ ' � �IlDY A. RINQLI�I�AUS�� a Signature z�Seal: Comm eM14875' c` Vvy Public-Cal&mla K4 quite county w1y Comm.Exp. July 2-6,2-6.. j -4 A.P. # 2.6 1-s May 8, 2001 Wayne Birkholz 300 Sunnybrook Ln Oroville, CA 95965 LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH 018-13 County Center Drive 411 Main Street 147 County Center Drive Oroville, CA 95965 P.O. Box 5364 Oroville, CA 95965 TEL: (530) 538-7282 Chico, CA 95927 TEL: (530) 538-7281 FAX: (530) 538-2165 TEL: (530) 891-2727 FAX: (530) 538-7785 FAX: (530) 895-6512 RE: Septic and Well Permits, Sunnybrook ., APN 26-25-21 Dear Mr. Birkholz; MAY 8 2001 BUTTE COUNTY PLANNING DIVISION As per our discussion of May 2, 2001, this department is rescinding the well and sewage disposal permits issued on the above-mentioned property. It has come to our attention that the property in question is in the Williamson Act and that no permits for construction will be allowed. If you would like a refund of your fees, contact our department for a claim form and we will begin the refund process. You should be aware that there is a non-refundable filing fee and because we have completed plan and site reviews, only a portion of your initial fees can be refunded. If you have any questions regarding this matter, contact me Monday through Friday, 8:00 am to 5:00 pm.. Sincerely, Charlotte Walters Environmental Health Specialist Cc: Randy Wilson, Butte County Planning Mike Vierra, Butte County Building y � ` SITE PLAN. REVIEW APPLICATION Date: AP# D _ ::::; r z 5_ Q - 02- t Permit Number (if applicable) 0 S b APPLICANT INFORMATION Parcel Size: ?D A e- +�- Owners Name: w P.-/ tj G � I Q I/— )A 0 LZ Owners Address: 300 SC.2001C C.1J , O12-0 k/ 1 UL4 6A 9sqc� Telephone No.: Situs Address: S Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ® Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial. ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) la Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval J0 Site Plan Stamped Approved By _ �p Date 3" g.- 0 1 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: �J r � . ❑ Snow Load Area: F 19 Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract . ❑ Nitrate Action Plan (See Environmental Health for standards) . 6-S GN A -r -pt >"A ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ® 100 -Year Flood Plain: (See attac • Flood Zone: A • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -----------------------------------------------------------------------------------=----------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of Zoning Code Streets & Highways Fire Prevention Subdivision.Map Front �o L Side Side Street C/L Rear Height ----, Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of • ` Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount Formula f ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By JJ -Deeds: Date of Creation: I `2--< ( 2- 2, 0O O Legal Access Provided: ❑ No ❑ Yes Deed of Reference: 20 0 (3 - (n)C> H 8 89 L) Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No El Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes , Comments: C C 4Z i -;� I L_A T L C-�' i-� � 2& e R IR Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: ❑ Comply with the.following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA, approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be .preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall .be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 Summary of Specific Requirements: Iy� 1V t I i - j This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Review Ldoc Page 5, of 5 I 1 r Summary of Specific Requirements: Iy� 1V t I i - j This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Review Ldoc Page 5, of 5 _ _"���`f.rysi�,i,r«.,. :;.'ry+..,.rs�'.--+rt`.r `'i: ^-.�1�'�,+^'!.T,+.� -—1�"`N�+�•�j '+`�. •'7"1rt`"•'Srhti'rt_YV r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District a 61 ; �_ M1 Building 3;F�: A.P. Number WQ/ (/( Jurisdiction: City nty Property Owner I�Z Property Location/Address Subdivision Residential Development No of Living Mobile Home , Units Installation Commercial/Industrial .fit _ i New Addition If . Building Department Representative Lot No. 0 Addition/ *Supplemental to Conversion Permit # *(No foundation inspecl (Floor Plans reviewed by School C D'5trq'ctz Identification No. ®� fl V z Kit- 4 (/� i� Y1 ool District certifies that . I /30o� ?,tAJ1UJ1-41LA,n t _o Sq. Footage (Group R) 4-S =�. rir• A. Sq? Footages_« ! (Including Exterior Roofed Areas) Date Personnel) PJP4� (Applicant) (Street mess) (Phone Number) Uad(p, (City) / (State) (Zip Code) Q . has complied with the requirements of Resolution No. ! D / by payment of $ J t�, I • �`� representin / square feet. JFAB 2926 $ FULL MITIGATION $$ 4/X t_ a 16 School District Representative ". ' Date Paid by Check # Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with -Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm V! FEDERAL EMERGENCY MANAGEMENT AGENCY ' - NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the Instructions on pages 1 7 SECTION A - PROPERTY OWNER INFORMATION Wayne Birkholz BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 300 Sunnvbrook O.M.B. No. 3067-0077 Expires July 31, 2002 Company Use: NAIC Number Oroville STATE CA 7JPCODE PROPERTY DESCRIPTION (Lot and Blodc Numbers, Tax Parcel Number, Legal Description, etc.) 95965 APN 26-25.-21 .g., necessary LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: LJ GPS (Type): or ##.ate##°) LJ NAD 1927 LJ NAD 1983 LI USGS Quad Map LI Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Q' NFIP COMMUNITY t`'""r " ^^• •• •• •- •-_ _ _ ..._ _ _ _ _ Butte Count B2. COUNTY NAME Butte NUMBER - - DO. raw DATE EFFECTIVE/REVISED DATE ZONE(S) 0600170995 C 06-08-98 6-8-98 AE :310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9 B3. California (Zone AO, use depth of flooding) 145 1_1 FIS Profile 1 xl FIRM 1_1 Community Determined 1_1 Other (Describe): "311. Indicate the elevation datum used for the BFE in B9: 1_x1 NGVD 1929 1_1 NAVD 1988 lJ Other (Describe): •312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1J Yes 1.2L_1 No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) I Building elevations are based on: 1 xlConstruction Drawings' 1_113uilding Under Construction' 1_1Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. .2. Building Diagram Number NSA (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) :3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used B.C. # 429 Does the elevation reference mark used appear on the FIRM? 1_1 Yes 1 x 1 No ❑ a) To of b it n p o om oor (Including basement or enclosure) 156 . ft.(m) ❑ b) Top of next higher floor — N/A ft.(m) v' ❑ c) Bottom of lowest horizontal structural member (V zones only) — N/A ❑ d) Attached garage (top of slab) ft (m) E a ❑ e) Lowest elevation of machinery and/or equipment —NZA — W " servicing the building 156. — ft. m ( ) a E m ❑ 0 Lowest adjacent grade (LAG) 156 . ft -(m) Z .`s ❑ g) Highest adjacent grade (HAG) — 156 ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A ❑ i) Total area of all permanent openings (flood vents) in C3h N/A sq. in. (sq. cm) J ON A!-• � a!VO L. . �S �c� •' �P D 99 GN No. 4085 Exp. _ 06/30/04 4 IF CAl-`F SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by line or imprisonment under 18 U S Code Section 1001 CERTIFIERS NAME LICENSE NUMBER Ronald L. Graves TITLE C PANNAME ProfePTS 409 9 ssional Land Surveyor on Graves & Associates A! []CP -P.O. BOX 986 Oroyllle TATE 9��6r�oDE PFMA Fnrm R1-31 Al1C; 99 ';FF RFVFRSF SInF FOR C ONTINHATION RFPI AC FS At I PRFVIO1IS FnITIONR IMPORTANT: In these spaces, copy the corresponding Information from Section A. BUIL ING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I@"& For SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. COMMENTS This prODertv i s anr)rnyim_nf-n1,, 1, c__.. _L____ _ it drops off a SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED FOR ZONE AO ANDI Check ZONE here if attachments (WITHOUT BFE) --------------- For Zone AO and Zone A (without BFE), complete Items E1 through E4. Hthe Elevation Certiricate is intended for use as supporting information for a LOMA or LOMB -F, Section C must be completed. F_ 1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1_I_I ft•(m)1—l_lin. (check one) the highest adjacent grade. (cm ) I _I above or I_1 below E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I I I ft.(m) I_I_lin,(cm) above the highest adjacent grade. =4. For Zone AO only. If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? —I Yes I_I No 1_1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A. B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. PROPERTY U!1RVtiR'S UR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE `!GNATURE DATE TELEPHONE - COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) he local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete actions A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. . 1.1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) 2. 1_I A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. :3. 1_1 The following information (Items G4 -G9) is provided for community floodplain management purposes. 7. This permit has been issued for: 1_1 New Construction I_I Substantial Improvement ;8. Elevation of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum: ;9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE OMMENTS T "sed Riitte ('nunty RPnch 42 nuhl ished elevation is 121.15. Brass cap in concrete at bride over Wyman Ravine over Lonetree Road. Check here if attachments FMA Firm R1-31 Al1C; 44 RFPI A( FS Al I PRFVI0tIS F=nITIONS IF t .:!)' P PRTM�VT. �. ,�vT -0 � Department of Public Works o C o u n t y o f B u t t e o O J. Michael Crump, Director LAND DEVELOPMENT DIVISION O O 7 County Center Drive cDU Nay Warner C. Phillips, Assistant Director Oroville, CA 95965 CIC W (530) 538-7266 OA (FAX) 538.7683 January 25, 2001 Wayne Birkholz 300 Sunnybrook Lane Oroville, CA 95966 Re: Certificate of Merger AP 026-250-021 (Lots 2 & 3) Dear Mr. Birkholz: Enclosed please find the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on December 12, 2000, under Serial Number 2000-0048894, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, aq,44au-1 Stuart Edell Manager, Land Development Division SE/kp Enclosure cc: /Building Division Environmental Health Dept. Ron Graves &. Associates (00-122) AFTER RECORDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DMSION 7 County Center Drive, Oroville, CA 95965 LANDS BEING MERGED: AP NUMBER(S) 026-250-021 SUBDMSION / PARCEL MAP: Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 03:12PM 12 -Dec -2000 CERTIFICATE OF MERGER I REC FEE 16.00 I I I I i 1 Fay I Page 1 of 4 BOOK PAGE BLOCK 101 LOT(S) 2 Palermo Citrus Tract Subdivision BOOK PAGE BLOCK 101 LOT(S) 3 Palermo Citrus Tract Subdivision As of the date of recordation, those lands noted above are merged to create 2 parcel(s) of land as described in Exhibit(s) A & B attached hereto. DECEMBER 12, 2000 MIKE CRUMP DATE Director of Public Works OWNERS' CONSENT TO MERGER Wayne E. Birkholz and Kathleen J. Birkholz as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that / those parcel(s) as described in Exhibit(s) attached hereto. ALLSIGNATURESMUS TBENOTARIZED,- DAVM Development\AXHCMon Forms\CerUr. Of Merger -LD 1S30 (2/99) /0-/a-00 DATE DATE 7II STATE OF CALIFORNIA } }ss. COUNTY OF Butte On 10/12/00 , before me, C. Cramer, Notary Public personally appeared Wayne E. Birkholz and Kathleen J. Birkholz personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he!she/they executed the same in his/her/their authorized capacity(ies). and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted. executed the instrument. WITNESS my hand and official seal. Signature__ ( z C. Cramer fC.CRAMER Cwm. 01228706 M14 CPS1 ?lll" Puboc *m county. Cditnia `I� Comm. Exp. JULY 12, 2003 1C. CRAW 000M Ott228'f'06.Mh CPS1 Notary Pbboc t9�Ale County, C ftrho My Comm Exp. JULY 12, 2003 Title of Document CERTIFICATE OF MERGER Date.of Document 10/12/00 No. of Pages Other signatures not acknowledged Mike Crump GI•St9t Exhibit "A" Legal Description Birkholz Merger All that property situate in Section 7, Township 18 North, Range 4 East,. M.D.M., unincorporated area, Butte County, California described as follows; All that portion of Lot 2, Block 101, as shown on the Palermo Citrus Tact No. 2, Map filed in the Butte County Recorder's Office June 8, 1888, lying Southerly of the Centerline of Sunnybrook Lane and the Easterly extension thereof from the West line of said Lot 2 to the East line of said Lot 2, combined with Lot 3 of said Palermo Citrus Tract Subdivision No. 2. The portion of Lot 2 described above is merged with Lot 3 and cannot be sold separately. Containing 13.3 acres more or less. Job # 00-122(a) APN 026-250-021 No. 4085 Nom•, Exp. r Q y 06/30/04 op CAI�FOP s Exhibit "B" Legal Description Birkholz Merger All that real property situate in Section 7,Township 18 North, Range 4 East, M.D.M., unincorporated area, Butte County, California described as follows; All that portion of Lot 2, Block 101 of the Palermo Citrus Tract Subdivision #2 lying North of the centerline of Sunnybrook Lane and it's Easterly extension, from I the West line of said Lot 2 to the East line of said Lot 2. 1 Containing 6.9 acres more or less. This remainder of Lot 2 has not been proven to meet the minimum requirements for a sewage disposal permit. Job # 00-122 APN 026-250-021 <J A:0 No. 4085 ��9T 06/30/04 S OF C AS-\� END OF DOCUMENT RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY r i Owner: Building Permit Number: Plans Examiner: Linda Simpson A. P. Number:o GENERAL: Zoning requirements — (number of permitted living units). �. Plans signed by the designer. . Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Building permit valuation. LOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or strictures. Grading, fills and/or drainage. lood hazard TOFederal nt Special conditions on Parcel Map: oise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Aid Route and/or Federal Aid Secondary Route setback requireme uilding or utilities across lot lines (Lot merger approval by Butte County Land Development) OR PLAN: _ Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Z Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear operable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 &, 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). 67 Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath r bedroom (Uniform Plumbing Code section 509.0). FFuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). .Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 Wat r closet clearances (Uniform Plumbing Code 408.5). ower compartment minimum 1024 s4. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). /S CTURAL DETAILS: Braced wall panels shall:startat not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from -'each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall, not exceed.34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced1wall dines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. Foundation plans complete: enough to construct building (Uniform Building Code Table 18 -I -C). Floor construction details complete'enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. -1'' Garage door header size(s). __-r9.'-Porch header size(s). typical header size(s). Stud heights. Metaining igh expansive soil - special foundation design required. walls requiring design. Gypsum wallboard nailing inspection required. 6'. If the area below the lowest floor is -fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional., engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. lectric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be esigned dand/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: 1Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster - weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation - protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. Energy design compliance and supporting documentation. CDF responsible area requirements. 1�UILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit'conditioins. 6. : ❑ Sub -Standard Housing letter. Page 2 of `2,\ March 28, 2001 Wayne Birkholz 300 Sunny Brook Lane Oroville, CA 95965 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 026-250-021 Building Permit Number: 01-0504 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL CONMIENTS: 1. Please label all rooms on the floor plan. 2. Your plans show dormers on the roof. Please provide a truss layout showing the location of the dormers. Please provide truss details designed to support the dormers. 3. Please provide a Flood Elevation Certificate done by'a licensed engineer or surveyor. He must fill it out completely. 4. Your pellet stove was scratched off of the permit application, so I removed it from the plans. Is this correct? 5. Please.indicate the location of the furnace. If in the attic, please provide a truss designed to carry the load. STRUCTURAL CONDAENTS: None PART - U The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERNUT APPLICATION DATA SHEET. 1. Pay impact fees: 1.1. Complete and return the Butte County School Impact fee certification form. 2. Submit a Recorded copy of your Agricultural Acknowledgement Statement. 1 of 2 AND WHEN RECORDED MAEL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVELLE, CA 95965 COPY of Document Recorded I 27 -Apr -2001 . 2001-0017228 l Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The , property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: All that real property situate in Section 7,Township 18 North, Range 4 East, M.D.M., unincorporated area, Butte County, California described as follows; Lot 2, Block 101 of the Palermo Citrus Tract Subdivision #2 lying North of the centerline of Sunnybrook Lane and it's Easterly extension, from the West line of said Lot 2 to the East line of said Lot 2. Containing 9.2 acres more or less. Date_ / ®l PROPERTY OWNERS: G�1 State of California : DUDY.Ui!1Jt1MA .; i County of f golary Public, California vim, On GU/., �� ZOC1 % before me qui -00t> tY. F,Ry Ccr'1trl.Pxp.;lu{V 26 9 personally appeared ,e eleeiovL ( Ald C L ersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), .and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official ' ,> :l}DY!a.RINQLIS6AD!�? r Signature vt Seal: N r,omm.-V,1487S,a -otary Public -C'.4ito nia II T . ' 9utte County ? ; �. }C �v1yComm.Exp.July2�,��j ;� t A.P. # Z= J C '- 0 ,,. �a 1. 1 ' 1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1Rj Project Title.......... The Birkholz Residence Date..03/09/01 11:36:44' Project,Addr-ess........ *******... *v5.10* o - 05 Documentation Author... Marty Runne s ******* Bu in�q Per t Energy Calculation Services 1907 Mangrove Avenue, Suite E P an CIfeck / Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp," Inc. MICROPAS5 v5.10 File -01062S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1664 sf Single Family Detached New Front Facing 180 deg (S) 1 1 Slab On Grade 16.2 % of floor area 0.59 Btu/hr-sf-F 0.65 8.5 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-13 R-n/a R-13 0.088 Roof n/a R-30 R-n/a R-30 0.031 S1abEdge n/a R-0 R-n/a F2=0.760 FENESTRATION Interior SHGC Shading 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard vt�6�1_ PLAN FRONT, LEFT KNEE WALL, BACK RIGHT TO ATTIC VAULTED TRUSS TO EXTERIOR Exterior Shading Standard Standard Standard Standard Standard Standard Standard Standard 0 Over- hang/ Fins Yes Yes Yes Yes None None None None None None None None None None Area U_ Orientation (sf) Value Window Front (S) 36.0' 0.600 Door Front (S) 20.0 0.550 Window Front (S) 20.0 0.600 Window Front (S) 20.0. 0.600 Window Left (W) 12..0 0.600 Window Left (W) 8.0 0.600 Window Left (W) 8.•0 0.600 Window Back (N) 16.0 0.600 Door Back (N) 20.0 0.550 Window Back (N) 4.0 0.600 Door Back (N) 20.0 0.550 Window Back (N) 9.0- 0.600 Window Back (N) 12.0 0.600 Window Back (N) 12.0 0.600 Interior SHGC Shading 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard vt�6�1_ PLAN FRONT, LEFT KNEE WALL, BACK RIGHT TO ATTIC VAULTED TRUSS TO EXTERIOR Exterior Shading Standard Standard Standard Standard Standard Standard Standard Standard 0 Over- hang/ Fins Yes Yes Yes Yes None None None None None None None None None None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1 Project Title.......... The Birkholz Residence Date..03/0.9/01.11:36:44 MICROPAS5 v5.10 File -01062S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal Orientation Window Right (E) Door Right (E) Window Right (E) FENESTRATION Area U- Interior (sf) Value SHGC Shading 16.0 0.600 0.650 Standard 20.0 0.550 0.650 Standard 16.0 0.600 0.650 Standard Equipment Type SLAB SURFACES Exterior e,HMA4nn Standard Standard Standard Over- hang/ Fins Yes Yes None 10:30i_�;i:(: Area Slab Type (sf) Standard Slab 1664 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Thermosta Equipment Type Efficiency Location R -value Leakage Manual D Type Gas 0.780 AFUE Attic R-4.2 No No Setback ACSplit 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulatic Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 .58 50 R- n/a 10:30i_�;i:(: CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title._. - The..Birkholz_ Residence Date..03/09/01.11:36_:44 «a- _ MICROPAS5 v5.10 File -01062S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance., _ specifications needed to comply with Title -24, Parts 1 and 6 of" the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is ; submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Name.... Marty Runnells Company. Company. Energy Calculation Services Address. Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... Phone... 530-894-8466 License J Signed.. Signed.. C%� `� f��Z� 'X 1 e s 0/ ate date ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. date MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R, Project Title.. _ The. Birkholz- Residence - Date. ;03/09/01 11:36:44 Project Address........ ******* *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 - Compliance Method...... MICROPAS5 v5.10 for 1998 Standards Building Permit Plan C ec Date - Field e Check/ Date by Enercomp, Inc. MICROPAS5 v5.10 File -010625 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the, permit documents, the features noted shall be considered by all parties asi minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- *150(a): Minimum R-19 ceiling insulation. er ment 150(b) Loose fill insulation manufacturer's labeled R -Value. *150(c) Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d) Minimum R-13 raised floor insulation in framed floors. 150(i) Slab edge insulation - water absorption rate no greater —PJ44 than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned . spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. -Im (L 150(f) Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. LOA_ 150(e) Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. �� MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF-1R Project Title. The Birkholz Residence. .gDate..03/.09/01 11:36:44, MICROPAS5 v5.10 File -010625 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 1_/ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have -R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed tc comply with the IC3O 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec.. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers., 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 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). I; a f ' tit j, L" .r MANDATORY MEASURES CHECKLIST: RESIDEN`T'IAL Page 3 MF -1R .....,...Project, .Title.. ...The. B-irkholz Residence,.,.,--- - - : Da.te:.r03-/09/01 11:36:44 MICROPAS5 v5.10 File -01062S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal LIGHTING MEASURES 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement' allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment COMPUTER METHOD SUMMARY Page 1 C -2R Project' Title.......... The Birkholz Residence `'Date__:.03%09/01 11:36,:44 Project Address........ ******* *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -010625 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal MICROPAS5 ENERGY USE SUMMARY Leakage Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 17.18 19.79 -2.61 Space Cooling.......... 13.15 10.69 2.46 Water Heating.......... 14.69 13.22 1.47 Total 45.02 43.70 1.32 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1664 sf Single Family Detached New Front Facing 180 deg (S) 1 1 ReducedYear Slab On Grade 1 14096 cf 1664 sf 16.2 % of floor area 0.59 Btu/hr-sf-F 0.65 8.5 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type HOUSE Residence 1664 14096 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project .Title.. .... The Birkholz Residence_ Date..03/09/01 11:36:44 MICROPAS5 v5.10 File -010625 Wth-CTZ11S92 SURFACES Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal Surface HOUSE 1 wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Roof 8 Roof Surface HOUSE 9 SlabEdge Orientation HOUSE 1 Window 2 Door 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Door 10 Window 11 Door 12 Window 13 Window 14 Window 15 Window 16 Door 17 Window 0.760 R-0 No TO EXTERIOR FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Front (S) OPAQUE SURFACES 0.650 180 Area U- Insul Act I Solar Form 3 Location/ .. (sf) value R-val Azm Tilt Gains Reference Comments 320 0.088 13 180 90 Yes None PLAN FRONT 228 0.088 13 270 90 Yes None LEFT 32 0.088 13 270 90 Yes None KNEE WALL 323 0.088 13 0 90 Yes None BACK 98. 0.088 13 0 90 Yes None KNEE WALL 236 0.088 13 90 90 Yes None RIGHT 1276 0.031 30 n/a 0 Yes None TO ATTIC 404 0.031 30 180 14 Yes None VAULTED TRUSS 90 Back PERIMETER LOSSES 9.0 0.600 Length F2 Insul Solar Back (N)- 12.0.0.600 (ft) Factor R-val Gains Location/Comments HOUSE 9 SlabEdge Orientation HOUSE 1 Window 2 Door 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Door 10 Window 11 Door 12 Window 13 Window 14 Window 15 Window 16 Door 17 Window 0.760 R-0 No TO EXTERIOR FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Front (S) 36.0 0.600 0.650 180 90 Front (S) 20.0 0.550 0.650 180 90 Front (S) 20.0 0.600 0.650 180 90 Front (S) 20.0 0.600 0.650 180 90 Left (W) 12.0 0.600 0.650 270 90 Left (W) 8.0 0.600 0.650 270 90 Left (W) 8.0 0.600 0.650 270 -90 Back (N) 16.0 0.600 0.650 0 90 Back (N) 20.0 0.550 0.650 0 90 Back (N) 4.0 0.600 0.650 0 90 Back (N) 20.0 0.550 0.650 0 90 Back (N) 9.0 0.600 0.650 0 90 Back (N)- 12.0.0.600 0.650 0 90 Back (N) 12.0 0.600 0.650 0 90 Right (E) 16.0 0.600 0.650 90 90 Right (E) 20.0 0.550 0.650 90 90 Right (E) 16.0 0.600-0.650 90 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project .Ti,tle............ The Birkholz Residence..,. � Date.. .03/09/0,.l 11:36:44 MICROPAS5 v5.10 File -01062S Wth-CTZ11S92 —Overhang—.V Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal OVERHANGS AND SIDE FINS Window— —Overhang—.V Left Fin Right Fin— , Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth HghtJ1 HOUSE 1 Window 36.0 n/a 4 9 .5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Door 20.0 n/a 6.67 9 .5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 20.0 n/a 4 9 .5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 20.0 n/a 4 9 .5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 16.0 4 4 12 .5 17 3 n/a n/a n/a n/a n/a n/a 16 Door 20.0 3 6.67 12 .5 8 13 n/a n/a n/a n/a n/a n/a SLAB SURFACES Area I " Slab Type ( sf ) HOUSE Standard Slab 1664 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Ducc System Type Efficiency Location R -value Leakage Manual D Eff HOUSE ' Gas 0.780 AFUE Attic R-4.2 No No ,.CSplit 10.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .58 50 R- n/a � HVAC SIZING IPage 1 HVACI', ...Pr.oject:,Tit.le..._..._......... The Birkholz Residence -...:, - Date..:03_/09/01 11:36:44 Project Address........ ******* *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 C1' ate Zone 11 im ........... Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. h MICROPAS5 v5.10 File -010625 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal GENERAL INFORMATION Floor Area ................ Volume.................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer -Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1664 sf 14096 cf Front Facing 180 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes b: Yes a Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (S) Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 12411 Building Permit Plan Check Date Fie Check/ Date im ........... Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. h MICROPAS5 v5.10 File -010625 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1664 SF.Res.- Submittal GENERAL INFORMATION Floor Area ................ Volume.................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer -Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1664 sf 14096 cf Front Facing 180 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes b: Yes a Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (S) Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 12411 4700 Glazing Conduction ............... 6768 3778 Glazing Solar .................... n/a 4507 Infiltration ..................... 8914 2929 Internal Gain .................... n/a 2100 Ducts ............................ 2809 1801 Sensible Load .................... 30902 19814 Latent Load ...................... n/a 3963 Minimum Total Load 30902 23777 r hi 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 ill considered. It is the HVAC designer's responsibility to consider all !i factors when selecting the HVAC equipment. LQ 52-0-0 --q Roofline 3D Layout aaD� TRUBWAL 0000°I Systems HOMEWOOD TRUSS 5033 FEATHER RIVER BLVD PO BOX 5010, MARYSVILLE CA. 95901 (530)743-8855 FAX (530)743-8856 26-0-0 0"I Jobname: OROVILLE CA. Customer: WAYNE BIRHOLZ Dsgnr: RP Chk: BW TC Live 16.0 psf TC Dead 9.0 psf BC Live .0 psf BC Dead 8.0 psf TOTAL 33.0 psf WV: IBJ/Y Scale: 3/32" = 1' Date : 2/16/•• DurFac - Lbr: 1.25 DurFac - Pit: 1.25 O.C. Spacing: 24.0" Design Criteria: UBC k Components : 40 lob Name: BIRKHOLZ RES. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is furan individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accord:utce with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be by the component iremufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally Truss ID: G1 Qty: 11 Drw -001 BIS X -IOC FZEACT SIZE RE7+'D TC 2x4 I&Z 41 ® TRUSS Plating qac PISI/m - 1995 THIS LESIIN IS THE SITE I21[IIT C� UPLIFT RFALTiIN(S) • ag:pmt 1 -179# Rep Mbr Bnd 1.00 1 0- 1-12 1090 3.50 1.50 2 25-10- 4 1090 3.50" 1.50" BC 2x4 IFI, 41 bEB 2x4 EFL STPD BC Live .0 psf NIILTIPLE ICAD CASES. lased CIBX t 2 -179# 11n1H miss is desigrted using the accordance with the following standards: 'JOINT DETAII S', by Tntcwal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'IIANDL.ING INSTALLING AND BRACING Mli'PAI. PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 8.0 of P RATE vALIES EER ICBG RE8WKH BEEliII' Loaded for 10 PSF an-cn�trrgtt BCfl,. Loadr #1607. M*'II 0 shorn are on the truss Ftp.,+ 3 at each bearing. LBC 033✓. D'fl Ratio: 4/240 TC: L/240 TC FCiKE AM I$ID CSI 1-2 -1712 .07 .44 .50 PIATIN3 BASED CN GZEFN LLNEIE?2 VALLES. TOTAL 33.0 pef P rmarient. knacug is (1y others) to rztatirn/tq�� See HIB -91 atrl Bldg Encicsad =Yom, Ehd Za a =Yes H.¢ric�te/Qzan Line = N� FFA C�te�Y = C 2-3 -1691 .03 .40 .43 pprere ]IMIIMI 1-1995; 10.3.4.5 arra 10.3.4.6. Hldg Ig h = 40.00ft, Bld3 Fhclth = 30.00ft, hei�tt 13.42ft, h1Hi = 75 3-9 -1686 .03 .40 .43 4-5 -1710 .07 .44 .50 Mean = Classificationpsf a, ---- ---LOAD CASE #1 fESI(N LADS ----------- ----- )3 F AXL EM CSI Dir L.Plf L.Lcc R.PIf R.Lc. 6-7 1459 .17 .75 .92 7C Vit 50.0 0- 0- 0 50.0 26- 0- 0 64 7-8 956 .11 .75 .86 BC Vert 16.0 0- 0- 0 16.0 8- 0- 0 .00 8-9 1458 .17 .75 .93 D BC Vert 36.0 8- 0- 0 36.0 18- 0- 0 .00 BC Vert 16.0 18- 0- 0 16.0 26- 0- 0 .00 4rEB FAKE CSI 4rEB F= CSI 2-7 -338 .09 3-8 790 .32 3-7 794 .32 4-8 -337 .09 M 1FFTFr'1'rCN (ski) • L/994 IN NEM 7-8 (LIVE) L= -.31" D= -.33" Z` -.64" 7-10-4 5-1-12 5-1-12 7-104 7-10-4 13-0-0 18-1-12 26-0-0 Joint. Lxatiais = - 13-0-0 13-0-0 1 0- 0- 0 6 0- 0- 0 2 7-10- 4 7 7-10- 4 1 2 - f 3 4 5t 3 13- 0- 0 8 18- 1-12 4 18- 1-12 9 26- 0- 0 5 26- 0- 0 F-6.00 -6.00 3.5-4 F0-0 i 2-00 ,, 2-- 6 7 8 9 7-107-104 ,, 10-310-38 ,, 7-10-4 t 7-10-4 18-1712 26-0-0 7-9-15 SHIP =0-4-1 O AOFESQ yL. MFss�Fti 9 :y m 0. C045932 Mn r• x * VE`P• 2131102 s� S, C'Nii a �C` CA�J, 0iN 77E OOUN 1 L A T0-11ING DEPART V, ruswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or 1_ n- "H"(16 ga.), positioned per Joint Report. Circled plates and fals frame plates are positioned as shown above. Scale: 5/32" Name: BIRKHOLZ RES. Truss y: 1 tj D wg: 001047152-001 ® OM EWO O D WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is furan individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accord:utce with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be by the component iremufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TBF 57.3 r Chk: BW Ds TM #LC = 10 s� . x579 Customer Name: WAYNE BIRKHOLZ TC Live 16.0 ps f DurFaes L=1.25 P=1.25 ® TRUSS braced by due roof or floor sheathing and the bonom chord is Wenlly braced by a rigid sheathing material directly attached, unless otherwise noted. only to reduce buckling length. This component shall not be placed in any environment that TC Dead 9.0 psf Rep Mbr Bnd 1.00 • Bnci ng shown is for Latent support of components members will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf O.C. Spacing 2- 0- 0 Trusval systems - Colorado 4445 Nor park Dr., Colo Springs. CO 50907 accordance with the following standards: 'JOINT DETAII S', by Tntcwal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'IIANDL.ING INSTALLING AND BRACING Mli'PAI. PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 8.0 of P Desi Spec UBC gra � SUMMARY SI113171- by T11I. The Tiuss I'L•ue Institute (I'I'I) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and D'fl Ratio: 4/240 TC: L/240 Tp5. 0 Version T6.2.3 I'aper Association (AIII'A) is loaned at 1111 19111 Street, NW, Ste 800, Washington, DC 20036. TOTAL 33.0 pef ob Name: BIRKHOLZ RES. Joint LOC2ttiCns =-= 1 0- 0- 0 22 0- 0- 0 2 2- 8- 0 23 2- 8- 0 3 4-0-0 24 4-0-0 4 5- 4- 0 25 5- 4- 0 5 6- 8- 0 26 6- 8- 0 6 8- 0- 0 27 8- 0- 0 7 9- 4- 0 28 9- 4- 0 8 10- 8- 0 29 10- 8- 0 9 11-11- 8 30 1.1-11- 8 10 12- 3- 0 31 12- 3- 0 11 13- 0- 0 32 14- 0- 8 12 14- 0- 8 33 13- 9- 0 13 13- 9- 0 34 15- 4- 0 14 15- 4- 0 35 16- 8- 0 15 16- 8- 0 36 18- 0- 0 16 18- 0- 0 37 19- 4- 0 17 19- 4- 0 38 20- 8- 0 18 20- 8- 0 39 22- 0- 0 19 22- 0- 0 40 23- 4- 0 20 23- 4- 0 41 26- 0- 0 21 26- 0- 0 TYPICAL PLATE : 1.5-3 TC 2x4 L&L #1 BC 2x4 DFL #1 alL ELK 2x4 EFL SfAtnW PLATE VA1 M PER ICED RESEARC 4 TiETIMII #1607 L fcr 10 FSF narmxurrent BC - PLATnsn BASED CN G,�EN LLNEFR VALIES. Truss ID: GG Qty plating spec : ANSI/M - 1995 THLS Emi(4 IS ME CU4lCSrIE RE= CF M]LTLPLE = GISES- E4Apmu rda:X�S eha�nn are based CMY cn the truss nuterial at each bearing. �u'�,r =. .d (v1r KM-91ctiiersto �+Y Irim•- See H)8-91 anti SISI 1-1995; 10.3.4.5 aril 10.3.4.6. <It is asstimed that cne face of this truss < is sheathed with pl CSD, wood board < sidirtj or siding. If not, < addi-ticral loads must be considered an < run-omtinxzus bearing galales. May use 21trate stades Ll a lgahle bloc® Cables 8t3s a bracarg �l (s) . Lateral 1 u1 lube with the d. -d. have nct been considered unless noted etherwise. 'IY>ese loads arta their cua)ectiahe axe the xeepahsibility of the bei-lding designer. 2-8-0 2-82-8 0 2.8-0 ,2-8-0 3.4-8 .2-7-8 2-8-0 x,2.80 4.0-0 2.8-0 .5-4.0 8-40 148-0 14-0-8 16.8.0 19-4-0 22-0.0 26.0.0 13-0-013-0-0 I I 1 2 3 q 5 6 7 8 91011 123 14 15 16 17 18 19 20 21 f 6.006.00 3-4 2 D SUB truss is aesi-cyhed using the WARNING Read all notes on this sheet and aive a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It huts been based on specifications provided by the component manufacturer and done in accord:mce with the current versions of "ITT :md AIWA design st:nulards. No responsibility, is assumed for dimensional accuracy. Dimensions are to be tcrer :md/or building designer prior to IShricdion. The building designer must ascertain that the Iwds utilized on this verified by the annpnncnl m:uuiCm design meet or exceed the killing imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TBF: 93.3 Chk: BW Ds t TM #LC . 10 s� WO: x579 Customer Name: WAYNE BIRKHOLZ Bldg Enclosed =Yes, End 7nhe = Yes DurFaes L=1.25 P=1.25 H=ricahe/Oxan Lit- = No , ET Categ-y = C braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for L•ueial support of components members only to reduce buckling length. This component shall not be placed in any environment that Bldg Length = 40.00ft, BlciJ Width = 30.00ft, �]h Re Mbr Bnd 1.00 P Mean roof heigtif = 13.42ft, NFH = 75 will corse the moisture content of the w,xrd to exceed 199 and/or cause connector pL•tte corrosion. Fabricate, handle, install and brace this truss in CLassificatiah = 4, Dead Load = 17.0 psf O.C. Spacing 2- 0- 0 ----- ----LOAD CASE #1 rESICN II1AM ---------------- nceord:mce Willi the following st:nulards: 'JOINT' DE ]'All ti', by Ti,osw:d, 'ANSI/rvi 1', 'W fCA 1' - Wood Truss Council of America Standard Design z 'HIB Dir L.Plf L.Lcc R.P)f R.Lcc LLt/`M TC Vert 50.0 0- 0- 0 50.0 26- 0- 0 .64 BC Vert 16.0 0- 0- 0 16.0 8- 0- 0 1.00 BC Vert 36.0 8- 0- 0 36.0 18- 0- 0 .00 BC Vert 16.0 18- 0- 0 16.0 26- 0- 0 ".00 ;ROFESS/ph �- M Ess `Fti � y m m� a�s82 M " 2 I Ex/02 �Q y- 22 23 24 25 26 27 28 29 301 333 34 35 36 37 38 39 40 41 3+T C A 2-8-0 �.2-8.0 .2-8-0 i2-8-0 3a_- 2-7�2-8-0 x.2.8.0 4-40 qT �Y(Vk f 2.8-0 5-4-0 8-40 148-0 14-48 16.8.0 19.4-0 22-40 26.40_ C' GAS Truswal Systems Plates are 20 ga. unless shown by "18" R(18 ga.) or C1-- 2 /6y/2 0 0 "H"(16 ga.), positioned per Joint Report. Circled plates and false N4" CO OU R ca e: 5/3211 - 1' frame plates are positioned as shown above. ob Name: BIRKHOLZ RES. Truss ID: Qft VO Wty: 2 Drwg: C001047152-002 ® 1-1 OM E W O O D WARNING Read all notes on this sheet and aive a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It huts been based on specifications provided by the component manufacturer and done in accord:mce with the current versions of "ITT :md AIWA design st:nulards. No responsibility, is assumed for dimensional accuracy. Dimensions are to be tcrer :md/or building designer prior to IShricdion. The building designer must ascertain that the Iwds utilized on this verified by the annpnncnl m:uuiCm design meet or exceed the killing imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TBF: 93.3 Chk: BW Ds t TM #LC . 10 s� WO: x579 Customer Name: WAYNE BIRKHOLZ TC Live 16.0 ps f DurFaes L=1.25 P=1.25 ® TRUSS braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for L•ueial support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 9.0 s f P Re Mbr Bnd 1.00 P will corse the moisture content of the w,xrd to exceed 199 and/or cause connector pL•tte corrosion. Fabricate, handle, install and brace this truss in BC Live .0 pe f O.C. Spacing 2- 0- 0 'I'rusual Syxrwus - c,fl,,mdn Norilipurk Ur.. Col. Spriggs, uO smID7 nceord:mce Willi the following st:nulards: 'JOINT' DE ]'All ti', by Ti,osw:d, 'ANSI/rvi 1', 'W fCA 1' - Wood Truss Council of America Standard Design z 'HIB BC Dead 8.0 of P Desi Spec UBC gra P 444.5 Keeponsibilities, 'IIANUI.ING INS'I'ALL.ING AND BRACING M11'AI. I'IA'fE CONNCCI'ED WOOD TRUSSES' - (MID -9Q and -91 SUMMARYSIiEI' I" by'1'I'I. The "Truss Plate institute Crpl) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl Natio: LV240 TC: W240 Tp5. 0 Version T6.2.3 Paper Assocnttnon (AFPA) is bloated a1 1111 191h Street, NW, Ste 800, Washington, DC 20036. 0 TOTAL 33.0 p 1 Department of Development Services B u-ilding Division "I County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful tc make any changes or alterations on same without written p 3r mission 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 Cali fornia.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.) The following items are separated into two categories (general and specific). The "general" items are for your.reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). 4 • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. ;a Page 1 of 3 Owners Name: eLA� Building Permit Number: p� „S,.,S Plans Examiner: Linda Simpson � 4 • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide 1/2"x,10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20" The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important Page 2 of 3 Owners Name: Building Permit Number: 0 Plans Examiner: Linda Simpson COMPLY WITH ITEMS INDICATED BELOW Your parcel lies within a designated 4100 -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 con6itioning 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 entr_i and exit of floodwater. ❑ Fire sprinklers are required in this structure. ❑ This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ■ All structures and equipment including overhangs shall be clear of all easements. A setback of5_' from the side and _' 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. ■ Expansive soil may be encountered on this site. 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If 3 ar n�re ace m4•. 40 OVf I17�R + 00m, m, 2 509 07 85 :92 Laud for 10 Pat r►n•moumt DOW.- tee Cm; T. or emb tart be 90t of war . . 3 -1369 Ol .97 :99 ] and J it web is c 14 0•. The 17 0 ... HO1s::P]arm leve bnal•maea 6rY.dsigrt _. tam 4, . . -1421 01 ]aecb on1 . Its �rtfat a rrstdort W o etvicen0gr�?d llnbrt c bcx ar tamnt re13d. -• IfnD t7� MI I lfti i[r0B Quingt!]Ntinrl o£ ant131wt. �t jd be pir "..L PU L.t»c Ulf B.lcc uogL 5 -1930 .03 :38 :© f�w tie sizing o£ c3e dy tttitI m eidtt was. �t 50 0 0 0. 0 50 0 6 0- U ,64 6 -2073 07 .29 .36 I s� 1Mid L1be in exp bet= Fel' klu tz e - 7C unt 100.0 Gw 0+ 0 loo.0 38. 0- U .56 TC NLKt 50.0 18. 0- D 50.0 40-0-0 (A itc Fam ML no Mt c�uee�y�ttt � BC Vl�t.�l:y}6.0 0.0. 0 16.0 40.0- 0 ,00 1 4257 .00 .33 . -11 Jt&t/IPI 1-1996: 10. d.. and 10.3:4.6. PLitl71� , 07 .51 ' S8 Qi C41i�N X1nc 'tii7L 2 722 4 1450 106 :5�5' .65-0 %r StQ1Vq��F' . 22= 0- 0 :00 5 17W ,20 .24 .44 1lm to=C51 i$1 F3" ` • 697 ,20 ,.. .,�. t+? h/. O`ll (IaIVE) 2-9 •410' >20 4--1 Nn, S A9t 7�7 >a -.14- u. ,rls• r_ •-,z°° 3-9 _3964 ,97 5-11 502 .44 •3-30 396 :16 542 1:10 .17 ( Ictsaian ,;may 4-10 137 ,08 G-32 -261 ,07 t a' p. ,�� 3 0- 0- 1 8 0- 0-0 1� ��V 3 12_ 3- 1. 10 15- B.�0 7_9 0 7.9 0 S•911 6 ti 4 20. o• e v 24- 3• e G6 •t 7 40-0.0 27.9.0 33.1" 40.0-0 tij'� ¢(M/ 5 27. 9- 0 131.10.4 12.3.9 20 Z 3 4 5� 0 6 7i `� d - o- 333 40- q- o •DI 6.00 3.5.1. 2x�► 2�1q,�C;n3 b+u�, G.0 a•• z t� � OFA a �h��. -.1od to 44 1.5-3 1.5-3 11-3.15 SHIip" 24 2SS L 04-1 '5 5-6 - 2.'-0.x•1 Z��q,�f4► Z -�A N-St11-142 22 46ft r� 1 � o . n raw 6or Wt, wow W,Mt"S10 J t i.ngZx7 P FAGe.a�f-C, 4010:"rigs, y 9 10 It 12 13 Z- 3T dips 0/1 f 7-4-12 &7-0 7.&12 s t•12. rNCF: r 1 &i•t2 15.8-8 Z4-3 >) Jt•toa a 0-0' 6/24/99 unless retteddth Eor 10 au c or H far , . G Zslq g g � g tkal All . laEee re 20 gauge TruuwJl. Conned tOYn p ttfy' n 1G au o. AVgt 3 F34�tCiS "M d tY p � . ��� os 3/32 e 1 G Read ail notes on this 3heef and give a COPY of it fo Nle Ereoting Con tfRirk J; r N0i a5�1 " xreoidatvAWrenbxllvklrletbutktingevnut[KttKn4lthar6ldK(YaN� 1 tvM1 ! or • ` e WARNING �,tlG Wecoropwlcntutuuddctucrrdntl4utc t 1J11 nce Him roof iii nealulnrl for t0ntat.+laW1 actual We Ixlevl verdtatw at 777 and r �ol ifing d s0jilloomm ti y building de*i& eIWO adaerldbt III the lands u vettlted by the cottgwnntt mm"ufetluty r mtd/ar bulbiWg dellt4ntuit braced �, f I& treet or exceed the le9dbyl blgmW W Wit htcal � u� thol a 4 (fit! Wchord in .Am bat rwloo ow, U ilanx all I fur rnTw 16 0 � Fac 4.1.25 P�1,25 0 E O I gl ftoolIhe bnitenl abont W laterally tuaced by a rind �t d i rAyii►rtr.t3nd 1.00 i/ R of cmgmnwlU nkalb li only to'redoce Mr hWtq Icttgth. 71YdUu.N� l"d In any envlmnnteto if , cnUnc iltc Intit'i Dead 4.. per.`"' TRUSS coulcrtt of die nrood exWxsl 10tb tial /ortxude rtWnxldr PL1tu cotroslJutW WdddYU aril Ltaee Ud+ tntsa fn dnnrd+utrr a71h Id}�t+v�o - 0 0,t3peciry 2- 0-'0 NNx'fh�I W00b 71tU55M:1` UJC etnndanla;'I7UISCOMMANl1AL'.Iy7Yu�rvul,'{1ttAllIYCOH11tUL5MN0AFOMRIRLPIATECONtIW011end•IIIH-911+UMMA Y a� •,:r'011°£ t>e.ign Bpac fNt33 ttytbaiOvirNwLMainwUwt+o9 I05f•881.71fWuuNGlN31A11lNaAN[)ti11l1CtNaMt IN P1A74:vaNNDC11W1ai)7RU83F�'•(i 70[11L 3J.0 pyf 13etpc 07.11c99- 129206 IINsi t y 7Pt. '71te7tutis Pbde lneUWlc fflM) t+liKolcd atG87 b'OlnYddlH iuriVWcondbl 8 iY18. 711e American thmml and A Mar Aeatcfailon IAkPN is tocolal iH 1260 L'umuelktrl Ave, NW; GIa 2(x), WadhftWo",1x120030, .. �t�� " "*"Yf'e^-`^ w»i rc•�.+�v....�+^+'..y�^wir'r+.."1�•i„3 s�a�s ; �.�... w.-.aiy-Ysr''�:.a �,-gym.. .y 7*-'..+^e^^'-sFs^rtrr'• �� �� �. s�.,�Y1'. w .a .3 f 1 "'I.d..:-..ww....+,.��..;s-, mwwS�"i^` yF J r�we `.� �.• ��' t' :, m �� '�� .. ` '14. � I i : �, .� k . i ,t�l ;toy Name:`BIRKHOLZ RES.' Trus i®s w3 a 12' Dmg:. _ IID ]-YAC F!?a sm li V 7w q;L� 2x4... PL NS 1z1 lataml WO (1=, - UIS�r E£/r12D1(S) t . 1 0 1-12 299 3.50" 1.50• 2)A 7L N1 6..Btr. 1-3, 3-4 ruilai a� -]Od, ]ocFk�ad fac el man, Alt 1: -691 ]2 2155 3y50• 2.30" EOT lllItD 2x9 -13, ML QD{� 1xi brave jailed flat to edge of wt3) 3. -1991 3 3r1Q- 4 ]]ffi 3.50" 2nd PL SIIVEW 22-5W, at 8• o. CR a mob (mwas web) Thin Fuss ?n dad6wed usinc) the I� ' WEB 2x4 :. PL SU*U yaiw/, k d to face of wt b w/lOd at 8• ox. If : = Ooh. 'M m A)0, BD CSI SW g,SMA IS 716 03r-LSM I�9 W ON 2 azo iec}d , attain T to both edges Or HIdg Fboloned v Yeo, Gsi Zane Yes 06 .46 .52 141 num 1IIW ami scab to both fares. If 3 or mxe are zeq., Haxisoe/Oaen Lim = lb F icy C .10 ,80 ,96 Pl M MWIM PHt ILEO )EMM FBM #IWf. um AB. T or scab twat be 9W of web Bldg i��r�r 40.00ft, Bleb YTuih = 3D. „aft, I 3 -1]59 ,03 .06 :09 Iascied fix• 10 FiF rrncanrrmnt =L. , and 2xs if web in a 14'-0•. Abe ter rmf heiglt d, 5.17ft,Dd WH "1-7.0 . Ea�s u1�.thtye to acc of �� 7de�ciar �4;ncd a exh to el�irsg met It 413tµ solo L.I 0 50.0 -I -- 4 2034 05 :64, 65 71 NODE. Platen brae'best 6ized for " nfS,rnimpof 5 2111 04, .64 .68 ]GEda coal It in the fabomtcrte location of ittgri dnald be IDD t7t56 8' rFStirN ID100 6 1874 :03 .64 ,66 to ac0ount br clearly rnsdmd to and, tams. Dir I,.Plf L.1i7c R.Plf 1.Inc )1y/7L pies 6.0-'0 a DC 1 �8 = DD (SL laY )xaci>xj is Q7/ oth=s) to be In Own befa[e � pq this tttm. 7C Vert 100.0 6-0- 0 100..0 le- 0- 0 ,01 .38 .39 tuxatiut/t u see ILLS-91 and HATVD BRM.Ql f#�81#S13 II?:�i t0�ll>•ai. 7C Vert 50,0 10- 0- 0 500 40. 0-:0 •64 �g .69 .09 .55 ,65 5 ',O. 0 16.0 40-0- 0 .00 3 1063 11 .40 ;51 d 124 OS .63 .68 5 �: .00 .35 '.36 /1P1 1-193.1 10.1.4. �atd 10.3.4:6. !D Vtr,'t 36.0 0 6, 1608 .18 .35 i54 tim Pte: CSI YESEmm G 5-22 236. .23 411 1443 .59 tMX 1FI•IS.T1R4 ( ) n 2-9 -427,_ .11 6-11 296 .21 _ I/999 IN W 10-.11 `(LIVE)N' 3-9 -2137 .99 11-13 1742 .71 ZP -:17" D• -.]B" 1- 3i 3.10 465' .19 6-13 -557 :17 4-.-, : -346 ,22:.. Joitt lno;atiaro - 1 0,0-0 - a 0- 0-:0- 6.6.0 5-9.0 --t 7-9T0 -� 11.9.8 y 8-2-5_ i 3 32- 3- 0 10 15- 8- d. 6 6-0 12.3-0 20-"1 31-9 R 40-0 0 9 20- 0- 0 17 24- 1-12 . _ .. _ _. .. g:24- 1-]2.. .12 24- 1-12., 6 '31- 9. 8:. 13 31- 9•:8. i t 2 3 r4 5. 6 71 ; 7 '40- 0- 0 14 40- 0- 0 00 _� j 5.6 ZX1. MittF 10-4-1 s 5' Eve NO, S 4100 11.3 isSHIP 1 s ?A i 0:1-1 2. 2.5 8 0.1-)1- r sZx•1� 'su+,d � Z7tIZX9' f��zr w;fK- ;1.*� ,:-:�� s-&12 Gfbk 'rMlt!� 1 1:-�35�1� 15.8 8 .40.0.0 8. 9 10 In 13 14 v3 b� 5-&8 ?A-1-12 31-9-8 7•s:o 8-5.1 7.7.12 8.3.8 1 4t3-o.o 8.3.8 6/24/99 20 All plates •are 205/gs; gauge Truawal Cmnnectots unless. prectidpti@ry for 18 gauge or •H" for 1E; gauge. 8/726 a 1' W.4 AWING Read oinotes on this sheet egad give a copy of it to the Ereclirlj��onh�ic'ro 6b Not 8533 TI ddslgn Is for on individual budding component, It lu1.s tspan/Ltdflilo•pmvided by Ore component mm�ndnchuu Ah dune, u accornlana with i W the talent vernlmw of 717 and APPA dcslgn ehardlohnititlty is vo nwned for dimensional accunwy. OhI' verified by the component t manufacturer and/or budding d,-G&tlrs#lOc Itihe building destgner shall ascertain that Iho lands it ign reel or exceed the loading hnf"e l by Ona local tMddb --bd that. We lop chord I,c Lstemlly Uncal by the motor r 1 Pace L-+1.2S P•' .25 H �' w0 1g and the bottom chord Is laterally braced by a rWftW VWWtly attached. unless otherwise noted. Bracing oh0gn fur a ' of components ntrntbam only to tethic a bacicling length. 7tinMon 6ngd bcod inE23nn Way envlromenl itmI vW&I raven tGe uleg: • 0 PO)r nod -1.00 TRUSS .. oonlant of Ole wood exceed 19% and/or cause connector plate eemntdurdtWrwtrO and Mace Udo truss in neconl:ndce vA i lo�w�i 'g O.t7. f]paeirx-� 2- 0- 0 standards:9RUSLOMMANUAII::bylYwmd,IHG 'OUALYIYCONLS)N 7'ANIUAVOItLMA•I£CONNIZMWOODIVIDR19 S' (t;'SC-88)IIIAN DLING IN-STAINING AND BRACING MLTAL PLATE CONNECITMD lItUSSES' - (HIE-01) toad 7QE91'8UMMA BPDead 6.0 Paz � 14819a swc OEC 5037 Fei thq qMr stud. M irynille, Ca 85. Association (AFPA) N Incatal at 12.50 Connecticut Ave. NW. 3 200 Was texi at 583 y{rtan D4 2(X)3%710. The American fbcn+k ntd 1: Tow 33.0; pof Sego 03.10.99- 229207 52-0-0 24-0-0 sohm V i i� P.Am"1 irit ITTE GC7t m i ,Lip H132 �U�j HOMEWOUn TRUSS D� :�� • is t /•� t Y �ct n�y1 cult,4�Jz' =11 -9 Dnit 1W alli199 u'.- 16.11 psf' DiirFuc - Lhrt 1.25 D 51133 FnATlllat Itlytat 1{LVD TC ticud ),11 nsf" nuri'nc -- hU, 1.25 U jjI � PU htAIiYSVIILF Ilox 5olo CA, )59 Ile Live U t�sf hsp 11 C 5puciug: 24,04 I)� lgli UItC v Vw Systems Systems (5311)743-NN,111 55 PAX (530)'143-N856 fOTAI)outi �3� 11 �Ciitcrius p Gmu oneulx : i5 q NOTE Ye 137. - LOAD TABLE �c 9ga 1 THIS OANGLAI49EAMISOE5IGNEDTOSUPPORT NOTE: LOAD$SHOVVWAREFORINPUTLOADCASE111 OT ER LOAD CASES GEdilll C011YI1T5 OF ^ -'PLT&N FASTENEDpF,�tCN .;g2TERTiu t ddl UIQ ONLY VERTICAL LOADS AS SHOWIJ N TOGETfiER f P.EFEk ,p0 II;TTESI , ...4TRE 1.7AU * 10 PSF. VERIFICATION OF I OADING, DEFLECTION FOR PATTERN LIVE LOADING ARE CHFCKED AS REO RED. -, .Live I'M }7 PAF LIMITATIOl IS; FRAMING METHODS WIND (DIMENSIONS MEASURED FROM LEFT dND OF SPAN OR CANTILEVER.. BRACING, OR OTHER LATERAL BRACING THAT F.f ;'t'NIIIN'FT'I! HOUR" le TYPE TOUSTDE Who FIIGN TO LOAD T+`.rAL "'Arl � ...,. 21 PIP IS ALWAYS REQUIRED IS THE RESPONSIBILITY - 4 FT-10-OX FT-Itt-y)', - PM"F IL?II t'"$P63ED t 5.}3 FT OC THE PROJECT ARCHITECT ORENGINEER Iy1TF"Wi P�^-rbF MAP TCP 11: PI,F 00-00-GO 12-ah-00 t LATERPRO'il4SRABILIT , AT SUPPORTSTOIIJSURE '1"+I1F KH FA.;F I' VE T''P' I PLF 00-00-00 12-0E-0a� " GEFI.E'TY. if.:'PFTEFIA. d 4 SHIM ALL ASTOSII {SFORFULL CONTAC7_ S� LIVE LOAD a£FLi L / 240 3 DO NOT CLiT 14QTCH OR DRILL GANG-LAM WARNING NOTE t r Y 0 YESlFt DIMENSIONSREFORECUTTit4a THIS"W LVL� COMPONENT MPONLAM NT DESIGN 15 SPECIFICALLY FOR LOUISIANA-PACIFIC ENGINEERED TC hL WAD AEFLJ L / 100 M WOOD PRODUCTS, USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANO•LAM PUPI•TTCN OF L rho tNrR1 LVL. LPI J01STS, OR TO JO1ST51S STRICTLY PROHISITEP, ROOF SEAN OILY. - r`r4C •':FICLI?.N Eli : T,IAKE PROVISION FOR ApEGUATE aRA1NAGE ANCHOR PANG-LAM LVL BEAM SECURELYTO BEARINGS OR HANGERS.- PEI 61` J' ji PFOG'NL• 1 • �[';[)R�fRR I EACHEND OFC0�11T ir1N•r ^ •M•1 4,4r T•I by TR 2�1!iT ••• THIS DRAWING IS NOTIb 54ALL"' !._. 'CC +`.}. }1513R' NOTE FOR DOME MEMBER'' APPLIED T�IFSO T>UO MPE04EOFbA1jTHAT LOAOISa15TRIBUTEOF UALLYTOF.ACHPLY. `. ATTAcy;1 QAIIG•0 PL IES WITH2 RDWSOF ,Id r."4 I1 NAILS QN EACH FACE STAGGERED AI - • eU}I PT i?E.3.•TT 'R11 (I'mo t r 'Alt I4 E e-;.h t it C 11 Il II R E'P - _; 14 74 - 1TIi1 EChFTN,". 5I2ES (III-S,tI �,. - T. 0.50Q' _ CROSS SECTION I PLa tlll011 aEFLE. TI tW pw, "AL U001, AILONtBLE LIVE t 6n' a 00' 3 01" �s Co 1 ' •rE,AF WAD 4 a - E_ a •�� `1 L-' i L ri Haridlmp SErecpop_ -, Miscellaneous lnfofplahnn _ Oapgdanl Lt,,Teciam LVL LPI Joist, and TLI JCInt SpacihcallahsLCUII d•PcC 0311 fe0' r•. �# „mlprY3ly +nJ Celnl+nml br+Culp la hWlalg crnlpenelll Th Iu W ave aolnpmMlehtll..,Peahedp Na.Unlgwra me p n q EIl Fnnataf�AN00d i� IIGI /nite .rl, hA eep14101+WId 1a9n N1a11be JeeNneJ aNJ !A, ele ehNetl11.1 OLWii W1V " Y J paW'and aamecgCna la Ga p•Lam LVL TecLag1 tvL, LPI J4ala, and TLl 9 T InRAOdb drera.f191199a ale Wee eaa+lY coda CpmplWnce epplMtl J Nfla be epeylk eppikabm4 " F ya aphad to em aMl a411ta4aha,med.. Unerecl ale contpWWouchJabaltle CM mm uelNlNen FA10141 W glue ineb ehelbe spaced a minMWn of 4' 7708 HIghWay 471 Ngt1 VVV _ �y V Umlp9nmlunbl ellv9l NS Irrllno arNl lastenlnp na INnp Waermp9nen4,Iltnednpn cnleda tcWdabove dbaa n9 lmeet .tor lOd anU Tia sd. WIIminglan, TIC. 75401,7 1 canpl41.0 AM ame NWllads healer INA deNgnioads ioatl b�I&Apwda rptlramenta, donolhn WedeegA,:Wiien evil •Oo bolahn9ldh;Mlaaller Gadp•Gm LVL. Taalem LVL, LPI Jdneiand.TLl Lodal 9107F2.98TF oe eCDled tome emipmml• diawlep la ggnad and walaA Louisiana•Pade9Lwpuappravhp aJy JdNenwplanhwmin plGhshed matedtl Iran LoW9anaFltlne Cbfp. Myuee Nellonel Wats 9959104` Desi nCrdeffa In.sunwaal dnignaftha Wlh.hown on.Ihe Esals Nd AW p1x4 Adadby of Gsnyy-Tam LVL, TecLam WL, LPIVaNs, mdTLI Jda4emvmy l9lnstmN ^�J� 9 uecdslomaand aheon WltlrrMnp.Garp.lsm LVW Ticlam del 1prth haeal, ne7aln r,ye>WreaswanmtYertnepproductaml LwlNaha-PadQ p #GHrn Th. oaugn end matenalgamvd mein albllanbal L�L LPIIo 6,vnd TU yaWars mad* wJlhai amberaAd WYI deface Carp. 0ledtlml all MpDTed wananen Ntluding Ule lmpye4 warranges.M '• conlanuly wiot ms WlnirMalpned NOS and RITC: peatl ^nderided;w9hdh crfact rmnWU Wesemasto men the lu teclsd as maclunlnGlly arW ANalI!.n putlarWruee, Iead UehecbnlwAWn agmMept lay!q'lageep Tdlal repaed by eMa.cmbnlroua lateltl ssppwl'ra au9mad (-0e paa SHEET # Iw4AVAvcbpn WinganWneaue, haam. ala) I job. Name: BIRKHOLZ RES. ` ' TrussID: G1 :. ` 17 Drw : Si'3-: X -IOC I= S12E: IWD im aim 2x9 EL 91 - MILS TESICIi TS M£ ccumr EFESII CF �tISdFP R7+C17Q7(S1 z _ 1. 0-1-12 1024 3.5D" 1.50" BOr CH30 2x4 L "1 M L27HE I= G%SM- 0412 -84. _ 2 23-10-4 1024 3.56" 1.50" FSB - 2x4 FL SIMU10 EME W= PER IC SO RESEN i Dte� #1607. - o4pxt 2 849 - - IME: Plates 1 -am been si.aesl for design -: 1a1 -d for io 1-7 n: r=r&nx$t Bar, "histwee -is:<'seigrd u9im the 7C IMM A)7:: HD CSI- .lolls cnly., It is the f lricar•�'e- F�tn»t lxad)g is 1e� ted 03 d3rssi to .CBC 0-&. - 'Hli}3 :. 1- -1610 -Oi. .31 .35 _ xe�czsih111ty to a=== :for ltvdlin3 pee st zalotiay/tc�..xrg. See HIH 91 aal TSEI/'1PI 1-1595:- 10.3.4.5 and 10.3.9.6_ ss„loral; =Yes, FY)d Zc>e =Ys Haag/ 'Luc =Iii �a Cy C. -1592 .02 .30 .32. 3 --1586 .02 30 33 -. fa�u in tli= sizi zj ofplates.-- - Fi10'B>s &"gD Qi (3�IIi III•�R VAtiFS. _ . (Bldg j�A 40.OLft, m2= 'F4 SSci11 n 3b.00ft„ I -0 -.-1609 .Cll, .31 .35- ><mf 2r_igt�G = ]317ft, FIIii = - 75 ice. f r,m.:a 4, 901. = 17-0puf ♦ BC .S= AL . IN) 6I�. - - - .. - -. .. -- - - If)1D'Q>SE',(1IiSI(1iItS,ts`. - - Dir L.Plf I..Ts R..Plf. RJ= - 11✓II+ l. 1376 .15 58 -73. 896 .09. -.68` - - - -_ - - - `7C Unit S0.0 D- 0- .g 50.0.. 24- 0- 0 .,64 .58 3:.. 1375 .15 :73: _ .. - - - - - IBc VI t 16.0 D- 0- 0 16:0.. '7- 0- 0.- .00 _M _ - - - - imvert.. - 36.0 7- 0-. 0 36.0. 27-0-0 .21_ !I,. an RSI'£. lSl IIB ST, CS. 6I - - - .. .. - -- .' IBC.] t -16.0 27-0-0 16;0 24-0-0 - -OD - - :2:-7 -300✓ -.10 3-8_ 744 -..30. _ 3-7 _ - 748 :30 4-8 - -258' 10 FBX: IgIJrt7ai (R�s) IW999 III I•Hd 7-8 (LIM)L. -.24" D= -.26" S- -.51".:- _= xirG Taa�= s c 7-110 12-0-0 17-0-0 24-U-0 1 D o- 0 6 G- G- 0 _ 12Jut !2 0 0' 2 7- 0-0 7 7- 0- D t' 3.:1_-- 0- 0, 8 17- 0-. 0 4 17-0-0 9 24- 0-..0- _. 5 24-0-0. F6.00 -.. -6..00 t_53 153 _ 6-1-1 T-3.15 - I 1 S111P 25=63 5 6 l _ T(I-0 1 =44-1 2.5-0 5S Qc �tQ Ir t 2441-0 . 6 7 7-0-0 10-" 7-04k. TTE COUNTY FOFcrs�Fa 7 -off 17-9 RUfLDI uGp-DEf'AiRTME . _- Truswal Systems Plates are 20'ga. unlese shown by "113 18 ga.] or •' 3/9 1./99 - - 1r"116 per joint Report. Circled plates and. false - - - -' - lga.),,positioned .ame. aces_are ositioned as shown. above. - fr -- -- -Scale: S/32-.- V '. lobName: BIRKHOU'RES. Truss IDr G1 Qty: :97 Drwg: 'C099070067-001 WARNING Rend all notes on this sheet and give a cony of it to the Erecting Contractor. TBP: S4.7 tio: H533 '1'bis deign a form iu!'mdu•,1 building mmpmem. It Das becn based m db y tbe.cumptaxm-ufaeuramd dme n Chk. BH Q:atmter Xtsttar Scensd,,nce uLD the eurrcat vesaiva of TI.1:nad APIA daTgv seutdarns..No sespm+ibiliry is:resum-ai.f..r a'unmsiunil xcut"ry. Dimens7au are Ie be Ds : 1M 0LC e 6 :HA= H EW vcritrd by the mmpwrnt ttu ufumrcr utdJur bu hlmg des Meer priu )u LDricuinv Ttic Duitdiug desfgnaslull asmrcdn d_a the hsala tn0:a1 es _ .BI=LZ Oii O D ihL des n meet er acted she Itudin im ed b the lucdbudd" mle. Isis a tamed dot the s chord is kneed biuml by suufor f1mr T B 1'"a Y t"g "P IY Y - - .p -TC Live. 10.0 of DurFacs L•1.25 A7.2 5 iltrrtiiutg and ihcbtetmn chwdis haamlly bnssd bya ngLl stieuhCv� sonesial disea,lyanadted, unkssuthernise note!_ Ilrxmg s4irxn u fur bier 1 'TC - ' TRUSS wppan "f wmputena tnctn6ea mly to «deice Dutilmg length. 7lta romryttten[ sDaLL a+x be p4ad tumy en+vustuicnt tha rill crust the mmsturc - Dead- 9.0 paf %ep: NSr Imd :1..00 - ntnten[ofthc.Snv!ae«dT97EmdlwcausecmneeturpLatcmnisim.Tabricne,.hmdlc,imt.11andbirosthkttsissbtaanstDmoewithIIIc11.1sing Be Live - .0 psf O.C.'Spaeiag 2 0- 0.'�- 'TnwaiSlneau-Cel nda suaLrda:'TRUSCIAt MANUAV., y'rmua),'(It7AIXrY COMMULSTANDARD FORMrfAI:l94TB CONNeafm WowrRi1S51S- -- - �s�rt)!. yAur..S•J+spaap,.sY)wN37_ (Gtil-)n)..'I[ANDLINti7NSTAI.IJNGAND ORACIN(IMCfALI'IATEWNNTEUIYOODTRIISSES'-(1110Ai).uui'IItlSAISUMhtARY :BC Dead 8.0pef Deaiga Spec "VEC - - - - sm. r by 71'1. 'IYs Tstns l't+7e lmtitutc [fl'I) is luuted:uSN31)'(fia4w Ueive, .LL�isw, {Vi>dsuin37719. 'TDcAtneriem ltornt:md i5per. - - ]pfl'Iiatio; W2A0 1C: I s9.0 -'1p5.0 Ye;efca 09.30.98 gatKi.vim(Al•PA)h'.uuted:al2Yt('ixineetianA+ro,NW. Ste ^-40.Washinglm,I)s:J)1)6. 7071+L --- 33.0 puf t ob Names 61RKHOLZ RES. Truss ID: H1 7 Drw : - • 03 = _ - s# - „ - 3x4 cantl +'sem larral Em cCra1', 'IlaaF1'FZ�L.TZQ'i1S) s 13� X-16C PES'LT SIZE IlfT2'D SOP Cid 2x9 FL- .1 ) a3 w/2-10d, 1o2ts1 f� segt�ts. ei3i+�t 3- QTS i 1 0-173-1 . ;200 3.50" . 1.50" :FSA' CHM vc4 FL, 91 _ 2 8 1-L X3820 3.50" 1.57" YFB '1[4 FL SC2S M at 1x4 'T' hcame isiled fl,t. tc' of vat a> t 2 - 310: 'UE OF - w/ 8d at 8" o.e. CR a e ab (sate as'web) - e.pnat ? •-? 1 I 3 39-10- 4 1085 3.50":. 1.50" TILS LFSIIN 3S 1F£ @> ITE FrEARI;I' USES... ra>_led'to fa. of web w/10d at'a" O.C. 1f _ 'IIsis truss is hawigrd using the - I t1'tMI(N IS S Tc F� im Hu Csi- n;aE Vfd1E5 EM- I®0 FEMIT i REMM .1607. .2 ari•<zequzeii, affords 'T' to beth ¢' Mc 0�5-_ .,e.e3 _= Yes, F]> ;Ter•= Yes to lith fr_ f 3 r m=e aze req., T_--4-Afix-1010 ESF 'FSZI,., - .scab 1 125 .L .46 1IIE• Platshe Lesiad f¢.d+uCiB. a �ombhostbe9OVofas a= x09t0e. �Ohllrd� 'h=1 Y1i•fiIH=�i u.T -34 .1121-mian.... 2 932 14 41 -55 3 -579 .00 .41, .41 lcd� ally. Itis tie fal s - IHr•Y9laa�3n«=,:lsiacfoirsmtt=img':Yi:9=t:I0 1$I=Sr.1Ia.oB7ilf':Idt,3s, a .43 42 x5ifebis 11C{8 4 -l>e: � - .- - S -2510 05 .39 AS at pImif•L�sis}3 slnil -2751 - Isterin avlint or tap-asy ftimiss3 Host clmrlyy n>�3rly=d rn each tzex;s. 6 .11 23 34 - - lx in plaro bine r vtisg tiff I.nsys.:. HFfl71J.a RISEI) IN GERI WEER VMM. -, IC' l�Y£ A'1;-I�,D CII. -1 -=703 :00 .32 .32,_ - - - - - - 2' - 172 .03. 39 Al --- 3 .582. ;.07 .39. .46- Q- -;1283 .14!-..36 .50 5. -.2463 .,,T --.16 .53 FIM FUKE Cat LED 'P= CSI - 2-9 -791 .07: -s-11 634 .26 - 0 S) 0 3 9 -1708 .79 5-11 -803 .71 6.6-0 5-9-U 7-9-n 7-9 U r_ •1 _ 3:10- 535 .22.. 5-12 1412 .57--_ _-. 6-6-1) 12-3-0 20-0-0 - 27-9-0. 33,-.6-0. 40F0-0 - _ - a. 4-10. 362 .31: 612• -235 ..07" - - `. z11-B o 211-11-11 Esti_ 1IEFIB Tai (ma s) e I 2 3 4 5 6 7 Ia1999 21 t•F1.1 11-7122 (LIVE) 1�--; 40"-6.0D' - - x6.60.. - - �- 0- 7aatias 0 3,54 , 6-,G- 0 B-1-3-1- T 3 '12- 3- 0 10 15- 8- 8- T 4 20- o- 0 21 .4- 3- s 5 :27- 9- O L 32- O- 0 ) - $-7 -. 5 6 1 6 33- 6- 0 13 40- 0- 0- -- - 7'. 40- 0- 0 :_ :111-1-1 - 1ST'... 1.54 SHIP: 2-4 ( 2 5 x s ��94RD Slp.��`� 5-5 4.5 1! 1:I _ 2.50 -250 Ori 1 ' 59 i2 41141-11 �k XP. 12131102 x s 111 11 12 13 s CNiL X-1-12 7-6-12y x-7-0 7-S_0 8-142 15-8-8 24-3-8 32-0-0 40-0-0 � } �{ � TTE R j J)EP5'''1� Trvswal Systema Plates are 20ga. unless shown .by "18°(18 ga.) or -: -- Joint Report_ Circled plates and.: false - "H" '1• ',.. (16 ga-1 ,'positioned per Scales 3/32• _ - - frame IateO..are oe9:L'ioned an shown above. _ - - Truss,ID: Ht Qty: 7' Drwg: 0099070067403 r Job Name:` BIRKHOLZ RES. WARNING Riad all moles nrr 1Gis'sheet arra +n e a cony oj,it to -the a Crectif►g Contractor. TBF 104.0' HO: F1533 -; This dolga ia'furan indiridwl hnilding eumponrnt. II hs. Eau Sucd at ipn•,:taLLiuns ptmided by the wmpuamtstunur.turcrutd ane b Clsks ]3H tomerName s: . .rcensJ.m. with the cunrnt vrntuos of Tl ^.:md AFPAdcek-4.taodnds.-Nu mpomliray is=an"r.rdimemicxulatxurxy. D'unatittmsaretobc b thcptm ntrnt rtunuGtnureraudfurbuiiding dnigsw pn'tx to LJntctiub. 77tc buiid'mg daignerslu0 ascertain 0w the lords ufiliscd aft. iTead Degnr:.1M $Lc =- :a =NA7CIZe .L•IItRHOLZ TC Live - 16.0 psf Dt=Fpes .1.1:25 P=1.25 O EWOO D vrnfied y p this design meet ona=d dtc 1 n 14 imi-ed by the I t d buiblbtg We. It I--med_'dw the tun chorda IA.mlly bcucd by the roof or flow SSsapponofwmponcnwmcc.Scnonlyto .Itwhing and Lite bmrum dtnrd is L:erAy,braced bya ri&I.hruhing m:iterul uratly art:tched, unless dhesKise acted. 13rx9ng alimu is for Lkeral redo. bocUl kngtb. This rumpcoemsMaOaut be pbccd a arty emirnaapa dw w90 eeue themoistureP. 9.0 of , .P .. He ad1.15TRI! -:'2- - c:ntrrnr of die.w-d esceal 197E =Ww erne -=-elor plve cotttniun.: 1 Atiatte, Iondie, i WAlund bra. this fess in a-r'Lmoe with the fulivaing Be S.ive - .0 pef O.C.Spaeing : 0- 0 7w•a1S Cubr"J" aa�sp..n%p.siuc,ri.. spti"wcir'+ - icmdnsds:'rNl)sC.Y)�3ti+1!(vAl:'. byTnnwrl,'(1UAIJT!'CY)N'rHb1.S-TANDARDFURM6T1Li-tAT3:f.Y7NNL'Cr3:UW(iooTRtmu::s'- a (p4f Rtq,'IIANDLING INSTALIIN(*. AND BRACING MCrALPL\TC IY)NNLCf3:D\Y(IOIITfRUi11S'-0119- U:utJ'Itlll )151rh111.V.Y 330 Dead 8.0 f � PB. Dee c MBC iia She : 5111 1;"1" M'"177. 7he'rmss l'Lte Iro1itotc(Tl7) n ba-.u:d at stcs U'(Innfrw Ismr, AJaJt m, 11'i+ruiuut 5371). 'ILAmcrwan i wnt:wd raper ICTAL 33.0 :pori L>sel Ri3o: 1/240 TC. TP-19 0 - :IpS.O Vereiaa 09.30.98 .V..+utkw G\i'I'�Q Kh%.�IC�ai l'!YI C�NIKGNt AI'C. Nw, 1t- hsg3V:rcbutgun. D['LNu:4tr.. _ _ ,. , "ob Names, BIRKHOLZ'RES. Truss ID: GG : 1 Drwg:CQ99 0067-002 10P GEM Zd FIs #1 MIS rEsia4IS 'ISE 01•IFOSI7E MSMT OF - AS tnl3rl 28 desigr15d mire the BW ;2x4 FL #1 1.11 Rr L1AD rMm. LBC QXo?z: GJME MK 2XI FL SIFMM MME WLW EM IC[30 ;MMR f RE= #1607 BIC13.cl7� -Yes, Mid Tore =Yas ZOM-, `Plates have b� sized fer• d'4¢fg<7 7�ed.� for 10: FSF naxasatrzet BaL. H=-1�j0. 7 Line - Ib , Dm..�` try = C 1 0- 0-. 0 20 0- 0-0 .1011; mly.,. It is the fa}ricatcs's - FiMM Fes: ai GI;Mi, Ithffii V1+I.IES- - - H1ti3 IHZitI1 = 40.o0ft, Bld3 S(id-h = 3b:00i�t. - 2-B-10 21 2 e- 0- = i ;;inky to aq = fecic�arg; -- - - - - - .1•�s imf �^• + - 13.17ft..IRii -71,.75 75. - 3 4- 0- 0 2-- 4- O- 0 :factQs•.in: tha sizinu of p�l7aattes. - Classifiotias = 9„ Il�d Imd n 17.psE 5-4-A, 0 23 5-4,0 - clt is asane3 tlut a face of ti i fora - - - - - - S S -8 -a' -8-a' 24 6- 8- 0 - c is slr-3t1'� with plyy+.ma, CEB, w=ci-htd 6. B-0-0 25 8- 0- 0 < sidin3 tr dsat[titi nzaidir>3. I£ nct,.. - - - 7 9-4-0 26 5- 4- O. S adiitiaal l m b Rust be c=;id3ed a: 8 10-8-0 27 10-8-0 c raj-ortinlals )�isg tc,�aabhll��y s u-3- n 28 11- 3- o r Jse oar =12 f�l21- blocks., 10 12- 4- 0 29 13-4-0 ase -to wind 7 the- far.- Sze - lxMCjrTj 11 13- 4- 0 30 12-9-0 a1P _ - L 12-5- 0 3i 14-8-0 'tksiaals t�ble.bracirg d-Sail(s) 13 14- B-0 31 IC- o- o I:.ter� l in�lit>= with tll-- lm;a. 14 16- 0- 0 33 '16-10- 4 rrt been o=siwc-4 gasless rrted cdkMw;se. - - - 15 17-4-0 34 17- 4- a Mf r --1M& ani tlf r-C=T=time are the 16 18- 8= 0 35. 1S- 8- 0 ree-pasihi aty' of tl- Mita' M d-igner- 17 20- 0-0 36, 20- 0-'D:- 18 21-4--`03T 21-.4=0 ; 2; - 19 24- 0- 0 38 ,2xtJ2.w) 97 24- 0- 0. - �--i3s'n. y2.x-ti i.[�>.a.n_sp y.s2 __.. 1.xr_�:: --244f .F1() 84AO 10.x41': 1J40 1GWt F" -O 21441' :211X1!.. - - F2 -n -u 1 2: J 4 -J a 7 SV 10 112 IJ 14 15 16 17' is 12 070 i20� 6-F 3 -Fs SFill' 2! s a'F s_u-r 4-F1 2.1-0 1.0-0 ¢ C05982 - 1 * Exp -12;31102 70 21 22 V 24 2s ?d- 2228 39P0 31 r--. w 35 i6_ J2 J13, 2�x8 =tin ?xtr 1.x40 2 -XO 71X8 24-8) 2-X0 .241-10 p ' , CAVL ` �P I�t- f -i -1-1--j u - - - - � 241-W ,f -T -fl 8410 11+.Y41, 1J-4-/J,164X11. 7S:f4214u - 144Xu Truswal Systems Plates are 20 ga., unless shown by .1118"(18 ga.) ox•' 'F'� �'AA TYPICAL; PLATE t t3,3 "H" i16- ga-) , positioned per Joint ,Report., Circled plates and false J 77 - frame elates .are-vositioned as. shown.>abovet.: OVER 'CalnM OOUS,SUPPORT - .Scale: S/32- 1'' )ob Name: i 3IRKHOLZ 'RES: Truss' ID: GG Qty: } 1 Drwg: C09907.W67-002 WARNING Read all nvteson this .sheet and give a copy of it to the Erecting Contractor.TBE 02-7 wot a53 'this design is fi,; individual building -.p-t. It lea bear bwcsl a .Ndrtmtfms praMdcd by the wmpwscnt tna.'utf cntrir.utd done lis '. HWS 4 Customer Name i - aceurdaneewish the orient versions of 7111 and AFI'.1 daign>lutltnls. tlo rnpunsi6ility is anumed fur dimntsiw:'tt -recur ry I�mensi:di Stb m UN -7 HO,MEWC�Q, seat;cd4yheeomponcmmynJvurcranJ/arhuildivgdesignerpritvtoCbrrtiuu'1lsebuldngdeslgoers�rllaeesuntiutthelordsndlizad`oi..���- a WAYNl:F1IR3®DL2 '-1 [ 'I this d>fgn mecl o[ cseml8te Iwdiogimpaed bylhelactl building tak- It is sisumed du: Ut,: Up than! & LterrBy bru:ed Qy 1he swtf or Otwr TC IA�r .,11216':�0'psf 2; Diir'�'a�s 'L=1.25 X1.25" TRUSS; _ shnthing-and the baram chard is Wardly braced bya rigid sheathing `material dimalyamKIted„unless utbetwdse Mtd. lltxingabuwn is (n iderr 7-� qd; -sup; an of eomptmow, membom' only to reduce buci:ling length. 'Veit twnpuneutslw8 not be pbmd In any enviommcm tlut %ill mwe the. mpitturc - TC D -N9 0 p�sf .,P=ep r Bra 1.15 ctwcad ofdieutttd ext:ca117:6 and/ur store ewnec[orpL[e wrrnim. 1"vbritate, bandle,imWli.wJ br uiibis truss du uccunGum wbh Neuf 8tnving BCLiVe +t? 0 of Q. C.S ac 2- 0- 0 -7 isY &ms tat .eF : stuotLtd:: fRllu;111[bIA1a1Al,ay'frusu:d,'Q[IALffYt'slh-YNn1.tifANIlAR171•t71t-Lid arts 1'11171ftbNNli41'lill W7N711TRII,tiSIS -- ' � � t � •� � J4as.,rstLp,rl u... a.d+Spte�. ^ts 884x!{ - +s+ (f15f-ex>--,'l1ANO1JNt.l[+LS fA1.I1Ns: AND 08AI:INa hllifA171'IA'h;Lv/NN1iCC1;17Wn[/UTRIL\51•'S':-(ilili-Jll+tid'IIIIL)15t1btM1lARY HC Dead 8':.0 psf 'Design Spec IIHC UILI:1`,by '1711.'Dre'lnus 1.4te Wsitue: flY'Jl is 4erated 415x3 U'ouofno Dtiyc, blad"otw, Nisetwsio 5.:7171 'fhe Asncricus Farm an,IJ•aper 1if1 Ratio: 7{/240 7C: I�f240 1P5.0 Version 09.30-901- AsstKiuilw (V sA) 6 4tctted ac 12.V1 t�u,w !icor qv.., NW, Stc?fin, Washington; UC2tn}6. _ TOTAL 33.0 psf job Maine: BIRKNOLZ RES. "' Truss Ib:_'N3 12o brw : - Im x-Tw mcr BT2S Feafn -:1 0- 1-12 304 3 So' 1,50!' 'IDp onm 2x4 m 111 Iwl wtinlouo' lateral Vm laacirrt (Cin); Mr C3 2x4 FL 1 - lomted'for "eq.wl 1)H,SFT mwT=(S) 1 2 a- 1-12 1G05 3.50" 1.71'1 KIM til W/2-10.1, G J11etta. 2YA M SUMM) 12-5 CA ba IT, Iwam nailed flat to ed,7e of arb alppoxt' 7 -58 a;fit 2 -268 3 39-10-A 1120 3,S4" 1,50" %131 2x4 FL S1AhD1[m vA: ad at 8" o,a CR a omb (caam,aa web) illus LE3IC44 ]S A C1TR: rip 17EStIlr or t1'iilad to face of veld w/lod at a" :ex. If a xPnt 3, 2l5µ mia tttleO' in, aw4ioci uditD Flit 7C ram A%t HD CSI 1 493 :OG .36 .42 I -EM iE ICAD CASES!. 2 ave ri lcci attach 'T' to 13th rd} d c>r [i,XIE VA[115 LiS2 ICA3 IST tddi7ir }11,5071 omb to I>xa faS. If 3 cr nlmYe axe Yeg.; r1BC t>zi:, 81c13 Fnclaood Yeo, T3hd 7crip . Yea ' '2 608 .09 .45 54 3 -845 .02 .48 .50 Leader;' Foe 30 }BF r=-evawrrmt BCIL. 11de CIB. IT or awb Alat W 90% bf Wet) 1DIE: Plated Imm teal aized far design lar�th, .11x1 2K6 if'veb is a 141-011. CIA iluri�aaat��Clts»h Lithe = 13a , p� Cit y C Bld7 LF. 4ftO , Ble}3 cth . 30.00fty 4 1907 OS .42 :47 loe ix ably. Ib in Un fa}rlmtcr's dM in Wildih g d°aiglrr. Ftiaa xoot height . 15.17ft, FUl{ . 75 5 -1968 :.03 .55 .58 � G -1732 xr �o xx�s�� -ilnlity to aocunt for hnrllinj Inmtirn clearlyo3di thumar elntld be f.T. in the eizilsr o' 1M. clearly anted Uaooifio�tim . 9; Dd."r1 Iedd... 17, ,0 i>mt . ,02 .55 .57 m 13J4'BD 11rsFn all a4:>:N [u•ttR V�t1xs.. t or tcfl attrpct potary otra'h mlot � EC FFM AM HD CST - lam An place befm+--tirr,3 this:CsOod.: 1 -405 .01 .30 .31 2 • 407 06 .40 AS 3 679 '109.36 .46 4 124 705 .55 .160 . 51 -7 c00 .31 .131 6, 1481 :17 .31 148 .. va rail£ .CSI van Fam CSI -•2 5.12 -233 .26 4-11 1375 SOB 6.61 •9.IS 1 . 7.9.0 , IJ .8 " 3.5 -1%5 p 31-10 3664 :65 6.6.11 12.3.11 211.1 .11-9.8 ill•11.11 3-10 489 20 G•13 499 15;1 2 u•R• N - 211.(L•N l 4-10 -392 25 _.2 - a 14 S � F7ix MIM64 1 av1) 141 99 INFF31lo (LIVE) . 741 -1.36" --6,001 .:... 0oirt.tomtioia . ;,, 5.5 2 o- o• 0 e o• -o- o 2. 6- 6- 0: 9 8- 3- 0 T i.S•3 T 3. L 3- 0 10 15-8- 4 20- o- 0 11 24- 1-12 5 24- 1-12 12 24= 1-12 6, 31 9-8. 13 31-.9- 8 111.4.1 1.5.3.- y Fa 7 40. 0- 0.. 14 40-., 0. 0 A \� \3,5=5 SIIII s 2.4 ?•.5.93--33.4 _ 11.1-i 2.5.4 2.5.1{ 11.4.11 QQFCOFESS/para 4 s M�Ss9<syc 2.50 1 N•3•N l 1 Ibd1.1� _ 15.8.8 -.. „ 4..11 " x9 10 nz la 14 * iWV02 G'NW N•a•ii 15•!1.8 24.1-12 31•9•8 411. 6.11 �1 TL1lsWa1 Syef=elnd Pl:Les are 20 yga, Ghlesa ofoWtt by '119"(18 ger, or °H+t(1G 3/11/99 ger.); positioned per 7oiltt Repotik. Circled,platen, and)falofi " `+{iy.. rr„ d� frit latah; are P601tiched ad obown above„ oyER 3 ttiiA4 11 { t^ `�{ � Beale) 3/121' SI job,Nanie. DIRiCHOU RES Truss ID: H3; ( i 1 - r- (!1 067-005 WARNING nood all itwo.Y en thli shoal niidA!lPtl n Cnp,V tl/illo the l;reedfig volllrnchir. "1 ti/1i � 3 ' :� 1'IJi JGigl"til rnf al1111dIViJlLil hllkJlag l'nI11pININgcIt IWC ItCCI1 h.uCJ.ixi 1pFdlh:IdlNu pIY1VIJiJ.hj' Ila k111n linalll llLa111raCklllr{II1J dont Ili A Oil the clllrtnl 4aniNiN af'1 rl nnJ ANIA dellga iluidun6. Nu to pjtiullillll Is faif(m d fur ShnaiuiNWl IfeCunl.'y. blulnlitilNil f It Ia hQ �T1BFt _. C ks .. Y 4 .-- �� • �.,A j{{'��'''.'''"" '( �° i di 0,0 I Gy'' is eninplmttil' ui.InnfacwitimJnir 6uliJfng Jti gntr pliui fi11i1hrlcalllGt. 1Y1a�hlilldlilg Jtiigiitr dull iann,lln tlulfihe htiJt ullllxeJ +ryi Jd1 Jtllgitlnta Dsgnrt 7M 8LC r 0 WAYNE B C10L2. ' TC LiVd 16. D paf 1)urpaao L+1.25 Ya1.25 'HOMEvtrldtJ TRUSS 1%glodmtt ur rA1titJ Ih¢ IIu+JIngliVipmeJ hyilia +Mnl buIlJhlgli Jt, I{ h wllffhtJ dWl g1a (aryl chnaf h Lifel gay an utJ 6y ht heir ur 111x111 .he Jhhlgplid [lit b+glom diftd It Llltnllly blurt i hyi FIgIJ rhtalhing malerlJ JI`nGilp nlAlthtJ(ithlt+t mhtla'Gv nnitJ, Ilnichig thui591 le reit Llleril ')'Ilia wppoa urltanlplulenla Iti&nhau oil) Iit yjidati bilcLlblg lengilu cdlopkieui ilNJl aln ba placed iII nay'envin"ulial hull *111 i xda IN tg"1111fiil rd band 9.0 pef Rep FIbL• Brut 1.15 NIW"I" ile"I" J.r Zt+hl+.a�P-1 0i.,loWNrilatt+4viwirii CIN11t111:hf IIIC1YINx1 C;l'CCJ 1J(fi a1lJllai uuiie t+xpleelilr pint enrllalim, Ilxbttetlla; Willa,: llliink gild brave n1t111111i III licciii'1111iCa Willi ilia (ollll}i'lll 1t,uiJ.ltditl'rk116t'b11:1iANUA1: 1. M + + / 8 SlTfti%IkA'UIIA18rY('tiN11161,fi1'ANbARI)Ititthillrnt 11:Ali11Yt)NFhi(rl'lll>WonU'1'Itil4Sil9'• "' BC t1,vo ,0 psf . (5.C.Bpaaitiq 2-.0�.:!1 (04-1111011(NIiLINC1INStAIJAN(I'ANI)11RAt9Nilldltrhlil'IwC'1'll('rlNNliC`I'Iil)Wo011l-Itii9stt.41o(lilt,Q)litidlhUlYIiIMAR1 BCDapd a�d'pUE neoign6pea UBC - lovera an 09130;98., , 4I IIA") 11) 11'11 1111 l hui ('111t hufkillt U 1'li lt,hw uFJ t1i 51110100oftid lirlYdi'BiaJGlxl, ivi lklu 11711), "11it A1ilol, iii 14lKw I of i i ht ,i1.11,•lailiaiAhf'Alhhi,',hell"II.GI't'.xuttu(t+nAtialNCv,Yltlil,\Vuh1dl11NIpN1'11M11n, ) tigTAri 33:0 perk - lb1'L Ra�lot til 9Cfr ft1210: '" 1..,,,.,.yo .,. w 1 rti+.i uw«wvf-t` .,r r.•u..�, rr-;r•�.r•,.nr-.w,•.•, ,-aw�..r,.ua+.,--. s.,.,,...w' .ate +-....,+,•,-a,.-,...•�r ,�. ., ....: ,. ,._� ....::.. --.--._..AYk�G :..',.". ..w.. ,..�c„u.r.1 ll:.ailau,u,.W..i. . .:,,, , l., yx...".Yi V"� - - .hy,w,irJ„I .�'rtef",��i.a L." -'1. .::a^.^H",C':^",+,.la.,�..-m.:.�s,ytr w ,..�+ .e^..: t x ." 4••'Y�"','+ '14. x, .-,,..`w,�....1 ob Name:'BIRKHOLZ RIES. Truss ID:: H2 gty,. 6 Drw BM X-= IiFAci' SIZE RM'D. MP arlb 2x4 1Z jjL - t� 3x4 ontinEw ]atrial vm 13x'itt] (QD) r Igun TEXTIIN(S) 1 0- 1-12' 320 3.50 1x50" Dor OrIn 2x4 IL j11 W railed w 2•lOdi lawted fare est. degna ts. MIT= 1:. 69 8 1-12 1591 3,50" 1,50" M 2x4 1•L ZIMIPD IR 1x4 "T" Inks railed flat to `ec}7e. of ails cat;xat 2: -178 i 39.10+ 4: 1191 3i50'l 1.sw, win rmin is 7IE'a3awril::.Rsw IN - w/ ad at B" o.c f3t a nCitl.) (hare ori: w+41) '= 3 17 POE, wiE ] M CNE ICBG in CLiwoa nailb to ed to tBaL.thfArfarm f rrab f 3 wtb or % 501 of Oq, un-ii aw Line ,c. �lh 7�tY� q Tv. RTQE ),7!I, AD CST AIDE VJd3� MR IC31� Fri Jlt3i3il' 1(16D7. 2 am ro4d,asi, att�dt 7"- to holt ec}Ieo cc (lief �./ pqf en fW 3 075 .01 46 45 1 r+1�111YlitlttO .YtuDt ft9. livYllil7q ebIleii�tlr in 1 ?7 d�3ipt �Al�iuid. a Dlti7 Jtitgth i 40 : 15.ft, Dl Wl[1C11 OEt 9 -12 0 ;02. 42 ,45 (tad-df itt;tlntoizL� o �platf»,..: Lara, Cs Irr cies I£tarld 24 it Ircse am troq,r xxxlaEmml7ILLc�1m m U: 15.171 � � :�1/ 0 poE 2 417 rib 46 51 101Ct Plates have 1»it shad for dytf rise QB E -tw CLAM Di 48 Y 6 -1519 .66 ,3G .36 Irkarim. `allpat or tetpQ-4ty slrava� III clearly lurked rrl earls tcllnrl. -.'------Il]AD CASE 111 C1 IIN aiY+lB--------------- las its,poars h-fore exx tilal this tibio. ItmmB1E !racLzd ie (bf &goners) to Dir L.PI£ L.I aro R: P1E R.Ttc IZn IL 13: IIIrE A13. Aa C32 ItmT.)�HtSED IN cmm l a•1'Eit',;vATIM. - pxe�t ttt�tia>,/ttqq�� Sea IgD-91 at$,. 7C) Veit 50.0 0- 0- 0 50 0 40 0--A ,64. 1: -246 :00 .33 ,33 .T41S1/'IPI 1-1995, 10 .4. S oIlM .6. T3¢ Vett 16.0 0- 0- 0 16.0 90- D-'0 .00 g7y�p�aea .: inn 'X.Loo ie 3;. 4x999 .05 .51 57 - BC.1k5t� 60.0 111- 0- 0 .09 ,55 1.64 � ;Be Vert 60.0 �2- 0- 0 -.00' 4. 1314 .15 .55-70 5 1660. x14 .25 .44 tall I= CSI VES FAKE C92 2-9 -265 .07 4-11 709 .29 •� 0 , 7-i1.1) 5. 9-n (t h•� 3-9 -1464 -69 SA' -516 ,46 6;6-I�,.596•.� 3.10 439 X18 5.1^. -409 17 6.6.1) :12.3.11 311.1111, _27-)•11 33-fi•O 411.11.1) 4-10 -176 15 6-1-, 211.!1!1_ 211-11.0 a, hail('rema real (starer) : I 2 3 4 5 6 7 I f 599 It7 bF1d 10-11 IIdVEf Le -.14" D" -.15" T: r.JO" r a0 .� Joint T-1-iaraa w 3.5.4 1 0-aro a D-o-D 3 12- 3- 0 10 15 a-B T 4 0- 0- 0: 11 24. 3- a 5 27- 9-0 32 31-1e- 4 5.6 6 33- 6- 0 13 40- 0'- 0 7: 40- 0- D, III.4•I t t-3 15 Still, l m 24 33.5.5 -s s-s2.5.1 x0 4-111 �Pg�pO,. FMESSIp a 1 ES5a Sh , �Fy h 60# W 611# i J t J C0 5982 �II.11.11 ! 8y 111 Il 12 13 * 12('31/02 �1r -67 127.6 1 7.1i112 1 8.1-12 li-I-12: IS•N•H 2 ;1.8 31-111.4 1111.11.1) itZgr�CNk Truewal Systeme Plrites are 20 ga. unless shown by I116"(18 ga.) or : '3�' ,� 9./ .1 61 ggar.), positioned per Joint Report. circled platen and false frame Yates are positioned as shown above: OVER 3'S"PORTS _ Scaler 3 32o a l' ]ab Naisic BIRKHOLZ RES.: Truss'ID: H?` - ` Qty:, 6 Drwg: 0099070067-004 ibis sires/ nHd gi 'e n copy a it to the lirecthr r Cotitracfdr. z71P,1 0 : D4 0 11533 WARNING head all tafes'oa 1 n % A ! C' t 'Ilds daign h for an bidivid®d building component. Ilius been b;acdIn apeeitjmiloIu provided by the cnmpanepl nualufnehirer m:: nolle Ili Cthk1 flS * 'C L W-4,r Name i '® aeeord"nce Willi ilia currcnl vinilan II :I1'I and PPA deal n aunda;da, No res Iniaiblit 4 mumed fur dhnmisllmai anumtcy. Dimelsbin&. alt In tq D>a ..p y- , voifictl by the cumpnncal Inanxlacnircr oxdlor bniWfng dellgner prior lu fabdratlal, 'Ilia huildhig designer Audi wcemla thin ilia Iulde uillirbd On - agnr$ . ,IN41 . !: CRA ,-s?AYf•1E" B1R1=LZ HOM EW OO D this deslgn meet rr akeeed ilia lluding impaled by the lush bulldhlg cola. II h assumed that ilia tip chord Liierplly braced by, the root or floor i Li 6:0 pp�f DiirVidd--.1.25 Pta1025 shauhhngla0d the bodoln chord is incrilly btaeed by at rigid sheathing matefLi directly attached, .ulmit other vise nlned. Ilraddg s uml .111 for LoeraIg, i'1) F aK TRUSS' - uippnt14, cunnpmtenta nnctnbm only in reduce buckling length, 'hill compnunnt &lull not be pLced in any environment OtaLWill caws 1110 moisture � Dol,d. Ik` X5.0*psf Ryp . rp Drill -'1.00 Cooleltl llf.Ilia Wood exceed It$ and/or wine etalnwor pina Cnrrlailxl. IrabliCuleo handle, hwall:md blase this Inas Is hccordamco with tlia'.following - DC Live. 7 .0 ps! O.C.Spaeing •" 2- 0 +_ 1' ,-I �tic lr•S Ixd.;_.,., ,-. saiaLti a "TRIISN IM MANIIAI:.;cyTruaw.l,'QIIAl.1'rYc:ON'I'ROGtirANDARD FOR MIrrAI.I'IA'fll`ZDNNHOrill) WOOD TRIISH1181- +iiaN.'rlbp,`priur,,rn rp>n° frdx'I.NnI,'IIANI)IjNt1:INSTAt.1.INOANDI1RACINON1!rfAl.1'LATHCONNtiri9B)WOOD'1•Rutislitit•IIIIR•71)unJ Iitii•vixlh,IbIARY Be Deed 0.0 po! Design Sped Ime M llaifl 61 1'pl. '1'he'1'mu 1'Wn InUllulu Cfl'0 U hMllkd at SMI.I)'thnlMu lnrive Mxdhun, lVl:cixulp 5371V. 'lilt American Pineal and i ipur -- Deft Ratio: 11/240 1IM IJ V21140 Version 69.30.96 1AU.1,olm (AIII'A) it hw ted of W'Al hlnneeicut Ave, NW, Ilse 131111, WWhhllgtlal" DL' ^NIft TOTAL 33.0 pa! ob Name: $IRKHObZ RM Truss IDs. HG Qtya Drwg: ICN IS LqIE TDP a1�71) 2x4 FL J/1 DWIT[iE Ir1Aa �sFs.1 F43crIr 81607. gl�d7•D loacd Yeo F]d 7ctte ffS EM Mr aL38) 2x4 `M 111 - czar alt 2x4 FL 91P,t1YfiD . Yea ••� Join ),;-••1•iow �..� IPM:: Platen have bout ei7c4 for dxhign Ind d cw 10 1�V narim-oaxums-t DML. Hunrnw vt Lire a t3� , pper�t' o C 1: 0- "0- 0 33 2- 0- 0 hada cr11y It in um falricat !a 7occl cu, of biterl[C loeatin E aln)Irl lay D1d7 )bz��/lti. 9�O�00Et,, Ulck3l4iii1 :00ft, 2.. 2- 8r 0 34 A- o- 0 xrx»wi1a111ty t'n aoZircaat for luldlirq cicatly nexked m cavi):tnaaD, t•Ya[t tmE txdght . 7,5,17£t, Fikii. _. 75 rU 35 5� of 6 8- o- o: _ 36 9- 4- 0 IfIPI 1-1995;30. i A I ani 10 3;9.6:. rrtein tletrung. !----i-i--E= . 4, Paid Iaad r 17 o poE 4: 5 4- D 36 6 8 0 iJt alt'it r d ati faces.: bE U1i I'Mmules� � f!)ie tYuas. -., _____ pl L3•�JIQJ IfYiIS 37 - n I^M14 1 ai3�t rel >� Dir L.Plf L.L. R:Plf Raca 8 10- 8 0 d0 1� 0- 0. iu dru.i,al with l)ami, Qom, r.� li�tdl E'JItT7!'A Q{, fltl}3J LI3-iffii VAU>4`3,. M Vat .50,0 0- 0. 0 50.,0 40 0- 0 64 7 9- 4- 0'.. 39 10- 8. 0 I>` Vyert -16.0 0- 0-0, 16:0 AD- 0--.0 9 L^- 0- 0 41. 13, 4- 0 • uidlr>j,.ca- huc�niid uidi)p. If irL, 1 ,1�Ittri, 60 0 18ba x•0 IWIT •00 10 13- A- 0 42 14- 8- 0 c al"tlaial load3 mit be o i}ai&wud on, 2 `- 48 11 14- 8- 0 :43 15- 8- 8 < nnt-m1Ci)1fo.43 1 in-hij r. - DC Vert 60.0 2 6- 0 00 12 16- O- 0 44 16. 0-. 0 M- a&g llr.. otaplen o^ c�otla hlocltri. 13 '17 4- 0 .45 17- 4-. 0 e'blodru nay �wph-r lateral. lad•- 19�.'18- 8- 0: 46 18- 8 0 die to wind a1{Ilied to the fa a, see ee 15 19- 3- 0 47 19- 3- 0 IlAmula :� rc ld gable bracGsJ 16 :20 0-• 0 48 21- 4-: 0 Iatexal lmd-1 an lin! with tea d�ht ItaVe 17 21- 4- 0 '49 20- 9. 0 Itt bnat whsicl u t aft Ihaed f*11:rwiG@, 18 20- 9- 0 50 22 8- 0 Tlhrse hada arcl (•Iptr mtmctiata ani tis 19 22- 8- 0 51 24- 0- 0 htiipwlbllity of the 1}. 1011 dra(grer., 114•n r..a $410 -4.n 20 29 0- 0 52 24- 3 8 '--1 '� 4 , --1 +•-v tra.n 1 r.4.r�1 21 25- 4- :0 53 25-. 4 D 2•.wn 44fl 1,4411 18x.11 2411.11 29-4-0.1q.y(l 4W0 22 26- 8- 0 54 26- D 0 711.11-11 __3Q.11.0 23.`28-0- 0. -.55 28- 0- 0 1 - I °4 29- 4- 0- 56 29. 4-- 0 I 2 ,f 4 ,f ,6 7 x 9 ,IU 11 12 I,f:14116 I7Nt9'i1I hl 22 1f 24.2f 24 27 Z871.01 25. 30- 8- 0 57 30- u••::0 -� 26 32- 0- 0 X58 32J10- 0 ! 6,00' 001 27 33- 4- 0 59 33- 4 0 2834- 8-0 60 34- 8-.. 0 29 36- 0- 0 61 36- 0--. 0 2at-i. 30 37- A- 0 62 37- 9. U 40- 0- 0 63 40- 0--0 32 T 0- 0- 0 10-4-1 If- J -IS .41111, CQrOF ZION, 24 144:1 y� q y CY C �m t �� 5982 �1 611k ¢Ilk tF 1 xp. 12/,31102 411.11-Q 12 $.IJ4.rf.14 '.171x7y4n A1424H4i4,W7 411kf0 Jd2ff T4 ,sf ,16.77 .ix .f9 ul 6f 621i' `r?fir �r `�IL.rtn�\�' .144) r.44P -4-0 ra.n s.en L1.0 r 141 O=^A." 2410 860 1,441 .. I8•.11•0 I4•f}ll ! _+91411 r4.8-0 6 46f}ll - ,Truaw 0 Va. unjeue fran ea1laLauepouiLio t I per 2ue ullownnaboveltoWu by "PB" (18 ga.) or `^•r°ti.,F' 1/11/99 � /ww fl'I'ICAL I'I,111s ; 1.5-J "II"(16 aY), Ihooitioned per Joint Report. Circled lateu rind faloe �'S1 4� ` 9 . - OVER CONTnM0U11!kAIP)10RT-'2. A17 0 }f+.... 9cnlee.3 32• � 1! lob Name: ,BIRKHALZ RES. Truss ID: HG "It r"-^ Dr"j Gq , 70067-006 WARNING Iteud Ohm's oft fibs shvel (tile like a cov of it fo llle lerecthi r Pill tr l TT)Pr 1'��3 *" q w'o' ln- s ' HOMEWOOD TRUSS jiii t un�p:i1111r 4wlu �prWt1,4Y1 Wl%17 r1 r t(C lir, mpnneni. 8lNlr baan b.acd lNupaCiliL'a1iW15 pr11VIJL'd by it(or fineI11 illed 1hcuraer n111l Je inio - l and AI+I'A deign 1wnJ4rJr, Ne reapunilbilhy b nuwned (or Jlineluhnul aecnraay, pt�alslnu arc (u he dlarbn1lJing Jraiyner prior p1.Llbdcadml, '1'ha bullJlug Je.igner UuII uscelhain put the lads u11lized po yaJ by the lural builJing cute. 11 lavuawnad:dwl Ila Inp d u . Ia Luomlly ",.d by tile nvt(ar ilnar halcad by u dgil .healhin8 ImnarLl dlrccllyuluril •d, unlcxl ulllelwl.e nivaJ °h °,. Ilumi Is (ur I liml Jnca hneAling Irnelh 111W ri1111I11N1a111 chap IIW h • In, it envinn!ill the .. ,4,. C}iln Dw "� Dognrn Tt4 _ 4LC .. 0 5S 3 91 r.Nairier � r 'WAYNEI•DTIMOLZ 'TC Live 16, 0 .PD f TC Dead DurPaoe L.1.25 N1.25 phlceJ ,. • x auddure III.0 alNlllal'lllr (ILIO L11rnnI.N1. 1'.Ih YlClla, ladldl', IlUhlil lllld bnl'u 6114-" I 1 Willi the f11p11Wlllg vaw h'QunLU Y CuN I'Rr}i 11ANUAItD P1)R MICI'AX I LAI'1!( =Ynr)) 1611%&16ti' • 9, 0 paf DC Live . D paf - Rep,'Mr 8nd i1, 00 - O:;C. SpAOing 2- D-: 0- 1Jt51lRAt:INC)A)I+IAL I'Id111 /bNNI:S>IIiU 1Vf,1011'I RI11bli1 + 1111191 NUMMARy 'll b hlealed dl 5x;1 D'Onu(rhl 11fhv AliWivink 1Vhcuiihhl 33715 l(n,en 71C Dead 0.0 pcf Denign Spec'!'VDC ,I.:Iu and hiller uecllcul ,lVa. NW, 114 ^_IMf, 1V,llbinilnul I)r'21t1.36, TOTAL 33.0 paf [bi], flat 741290 TCn 14/240. - d O.M.9, No 3067.007', d�.. ,rELEVATIQN CEFiTiFiCATE Et:plretMayyl, 199,1 FEDERAL EMERGENCY MANAGEMENT AGENCY `NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Uso'of chis cerillioale'does q,9t+provide a waiver of the flood insurance p6rcNi5a requirement. Thls form, is; used only to pi Ovide elevation information necessary to ensure compliance with applicable commu(lity Ilaodplein management ordina{tces, to r determino.tfle proper Insurance premium rate, and/or:fo supporta request for a Letter of (IAap Amendment or. Revislon (COMA or LOMFI)i Instruotlon� for compleling this form ��,n be found on the'iollowing'pages:.°r SECTION A; ,:PRC)PERTY INFOiiMAT,iON FOR INSURANCE COMPANY USE BUILDING O�'VNEfj S NAME, POLICY NUMBER sTREETADbBs kuu� oZ „ y Apt., Unit, Suila and/or Bldg. Number) 09 P.O, ROUTE AND„BOX NUMBER , ” ANY NAIC Nt1MSER , coMP. 300 Suiinybr_�ok orn�ri " OTHER DESCRIPTION (Lot and block Nuinberal 910 ,; � 1^ APN 26-25 21 Butte: County East end' Sui n . Brook tare, East "nd' T.- mrr,P Rd _ CITY STATE ZIP CODE Oroville,., ICA,95965 SECTION:8 'FLOOD INSURANCE,,AATE MAP (FIRM) INFORMATION Prov(de thq lollowing lrorT he properiRM'(See Instructions):' 1 ;COMMUNITY NUMBER. 2. PANEL NUMBER SUFFIX 4. DATE OF FIRM IN bEX " $. FIRM ZONE ' E.EASE FLOOD ELEVATION ,. (1nA0Yaa�a;,wadapthl .060017. 095 "'°' �C 193 7, Indlcate.lhe elevation.daturn system Used on the FIRM for base Flood Elevations (SFE): R)NGVD'29 ❑Other (describe on back) 8, For Zones A or V, y here no bFEis provided on the"FIRM, and the community has established a 13FE for This building elle, indicate the coinmunity't BFE:', ! , '� U feet NGVD (or other FIRM datum -see Section b"item 7), r. SECTION C BUILDING ELEVATION INFORMATION 1, Using tKe EI vat oil Ora Ilicate Instructions, indicate the diagram number from the diagrams found on Pages 6, and 6 that best 2(a). FIRM Z6des At"X33 ,AE; -AH, "and A6(With BFE), The top of the reference fevei floor from the'selected describf3s IhosCl f on SO b hdlrigs relerenc e level _1. , g acted die ram is at an elevation Of) t , 1(.+Fleet NGVD j