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041-290-089
'?`li lI�MMJ 40-24 Fes_ h �Ii't L4f J (newsing 1e fe041-290-089 AG02-116 ,' ;!` PAPA, PHILLIP VIEW LN., OROVILLE 041-290-084) 5 AG. BLDG. (30'X 40') PAPA, CATHY ;INALED 180 VIEW LN, OROVILLE�+� CONT: OWNER �,° ;,`I 1 NEW SINGLE FAMILY a rROOF 9 05-0856 Y., LLIP N, OROVILLE OWER " AR MNT k 1 I 1 r 1 NOTES 6 e PERMIT NO ti ,t o 'j _6 6 l cQ th m Em � I RESIDENT AL �J 041-290-0 PAPA, CATHY 180 VIEW LN, OROVILLE CONT: OWNER NEW SINGLE FAMILY W_ SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS 04-0325 1 SUB -STANDARD HOUSING LETTER, CHECKED BY Creno e, bx� o ro v, I ie } OFFICE COPY t i Address GAS Meter By - to Date { ELECTRIC Meter By Dated �wJOB FINALED (Date) Signature J=OK 0 = Not OK . = NotReadyab'e MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5: Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG i MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 7. Well Clearance & Disconnect 2. 8. Utility Clearance 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. Date 7. Card B-1 Date Card B-1 Date Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Roof; Shthg-Roofing 1. Zoning Requirements -Setbacks -Easements ' 12. 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 Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 6. Water; MH Test -Regulator -Connector Health Department Approval 7. Water and Sewer Connected -C/O to Grade -HD Approval Plumb.; Cir. Test -Water Supply Test 8. Gas and Electricity Tagged , Light Niche 9. Tie Downs -Type -Installation Cert. Enclosure; Fencing -Alarms 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Card B-1 Date • Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve - 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged. 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date - Card B-1 Date Card B-1. Date '- Card B-1 i MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date • Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UND LOOR (Plans) OK except #'s ing-Setbacks-Easements-Flood-Slope Ftg., Main; Soils-Elec. Grnd.-/ Ftg. Depth ff tg., Garage; Soils-Steel-Ele . Grnd.-/ " Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Ste alts, Garage; Steel- kouts-Wra ed 61- old Downs and Spe nchors Slab; Steel -Wrapped $. Piers -Fireplace Ftg.-Steel E L9�B'W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test dj_lVater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground �1 /y 7 lenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date/Card B-1 Date Card B-1 Date w' / .-! Card B-1 / Date Card B-1 F"17i Water Htr.: Vent -Access -Combustion Air Baffle if -.W.V.; Test Fittings & Anchor -Nail Protection p 1 Shower Pan; Test, First Floor -Tub Access 21 st T b & Shower, Second Floor -Tub Access s Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date '� ,�QOil Card B-1 Date Card B-1 Date t Card B-1 Date Card B-1 Date ELECT L (Permit) OK except #'s ix & Transformer Clearance -Ins. Protection 2 lec. Heeeptacles Spacinq-Liqhts & Switches at Doors iz xes & No. of Conductors Stapled o nstalled Close to Edge of Studs & C.J. 2 . E ! and made up w/Mech Fasteners -Bond Gas & Water f 29-1 A nce Circuits in Kitchen & Conductor Size GFI 30e-15-ubfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al InsuJatedNeutral ❑ Yes ❑ No 3 e 'ce-Riser Conductors & Ground Main Disconnect 3 . ui earances Panels-Motors-Mech. Equip. _ 34. Pelfies Closet Light -Shower Light -Spa Light Smoke Detector,' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHA L (Permit) OK except #'s C. s Insulation & Support 7 ent , xhaust above insulation ondensate Drain & Overflow, Size & Grade 9. urn - ent Access -Comb. Ait-Return Air Vent 115 Outlet 4. ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAM (Permit) OK except #'s Sills per Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound 4?,ATe_a0Pg Walls over Girders & Floor Nailing 4 . r Stop in Walls (rat proof) Fir tops, Furred Ceilings -Stairs -Chasers -Tubs 4.6�Headers & Beams -Size & Bearing Date FRAMING (Continued) w.� ing. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. . Fireplace Ties or Type A Flue -Fireplace Throat Clearance is Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions ire Protection Framing -RC Channel L. rotlhe Firewall & Openings Door's -One 3' -Check Garaqe 3rd Storv. 2 Exits 56iStair ; Width -Headroom -Rise -Run -Landing -Fire Protection 5Sft0L4wd on Roof Overhang -Attic Vents -Rafter Outriggers iding-Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Are lass P lection -Skylights -Plastic 60. Shear W4119; Nailia -Bolts %' p-1 V 61. Brace Interior/Exterior Wall Panels 62: Insulation -Walls -Ceilings 63: I nfiltration-Wal ls-Windows Date jtf. • ?;j Card B-1- Date Card B-1 Date Card B-1 Date Card B-1 Data FINAL Plans OK except #'s Steps -Door & Sidelight Protection -Landings . S ke Detector urnace Vents -clearance -Comb, Air -Connector - I arage; Above Floor-Ducts-Mech. Protection Bedroom Exiting 68 G.F.I Bath Fixtures & Tub Acce s -Spa ec. Trim & Subpanel, Breaker Sizes & Labels 70' Stairs & Rails fireplace or Stove, Clearance -Hearth pec. Outlets at Wood Panel, Int. & Ext. 7 . _K* Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter jr-Garage Fire Door; Swing -Landing -Closure C. Duct in Garage -Damper 7 tr. Htr.; Vents -Clearance -Comb. Air Conne r P.R.V. arage; Above Floor-Mech. Protection PK; Elec. & Mech. Equip. Listed for Location c. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic t Gard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clea nce Looked under Floor ❑ Yes 83. owing Instld./Drive ❑ Yes ❑ No/Walks O Yes O No/Planters O Yes ❑ No S cco Brown -Finish AJQ. Unit Disconnect, Electrical -Plumbing 8R"Vqnts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings vo�ater Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground V tilation Throughout House 90"GJKss Protection Corrections from Previous Inspections .Q s Test -Meters Tagged, Gas -Electric er & Sewer Connected -C/O to Grade -HD Approval E rgy Compliance Certificate -Other Certificates Address Posted -� Fire Sprinkler Dat Card B-1 t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Cougty,.,Cenier Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER w � ZONING BUILDINGPERMIT OWNE�Rq• [ TELEPH(O��NE 4 SO. FT. OCC. BUILDING VALUATION T' / OWN%'S� IU ADDRE SC/�` n/ / � L: C�OHTRACTOR'S NAME I 11 TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace �� t t CSU. Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1 (,PLO- , Energy Plan Checking Fee $ 1 $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 'V Duplex ❑ Mobilehome ❑ Other z SPECIFY Each Trap Ii 7.00 e1 Solar or heat pump water heater` 23.00 Water piping ` 15.00 S �� Each gas water heater or vent ' , 15.00 1= � TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ r' Describe Work: =' Gas i in stem 1 - 5 outlets 15.00 Buildin sewer 15.00 f j Mobile Home S G W @20.00 PERMIT FEE $ ' (� . ELECTRICAL PERMIT Fling Fee 20.00 800V OR LESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. I,, OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 0�1 I, as owner of the property, or my employees with wages astheir sole compensation, will do the work, and the structure is not intended or offered for sale. j`r'1, as owner of the property, am exclusively contracting with licensed contractors ��._. to construct the project. ❑ Iram exempt under Sec. Business and Professions Code for this Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. BUDS. s 3.50,O NEW CONST. MULTI.OUTLET NON•AESID. BRANCH CIBpUITS 97.50 POWER APPARATUS S SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES 20 ® 1.00 BAL @ .50 Ex. Occup. ounFL(FrsWRo .OFRA 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 MECHANICAL PERMIT Filing Fee` 20.00 Heating 01. CoolingS. (� Hood 6.50 (o. Ventilation jQ • L; ,. PERMIT FEE $ KS, I`% U Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑/I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X b Date Signature of Applicant - ❑•Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ {p.� Occ CONST. TYPE TOTAL FEE $ HAZ. D. FE IMP FLOOg/ V cDF Apc PD 1iD ISsuE v 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., i / By _ ; L I� j ' i Date �b/v 4 PERMIT EXPIRES ON I Date Receipt No. j �T��, 4 `��1 �,! _- ` WHITE-D.D.S.-B.D. CANARY -ASSESSOR • PINK -INSPECTOR GOLDENROD -APPLICANT Noveon, Inc. 4832 Cory Ct. Carmichael, Ca 95608 Tel: 916.487.8384 Fax: 916.484.0733 Cellular Phone: 916.952.7238 Toll -Free: 888.234.2436 Ext 5622 September 28, 2004 Chief Building Official t,Q FOX Ctsmpcjn/ Re: CPVC for Cherokee Road a The 2001 California Plumbing Code, Section 604.1.2 allowing CPVC to be used in for hot and cold water distribution system within residential building as long as the following conditions are satisfied. Part (d) section 301.0 of appendix I of this code, Installation standard for CPVC solvent Cemented Hot and Cold water distributions systems, IAMPO IS 20-98, page 341 of the CPC. Below is part A Finding requirement. The attached water reports show the water to be very hard water, the aggressive index is 11.8 over the recommended levels, see ekplanation for consideration of CPVC pipe with this water. Harry Moos Piping Consultant r The Specialty Chemicals Innovator" t JAN -25-2005 11:56 AM FOX COMPANY 5305331825 P.01 10 03 04 12c-90 FAI 916 Std U.31 NLLkk% 5A"Lb ��• Certificate of Compliance For Installation of CPUC Plumbing ,Materials (Pursuant to California Plumbing code 604.1b(e)and(f) TO: Cbief Building Official I am licensed by the State of California as a plumbing contractor, and seek a building permit for residential construction, which involves the installation of CPVC plumbing materials as provided for under California Plumbing code section 604.1b. Pursuant to 'section 604.1b,I hereby certify that: a. I am aware of the health and safety hazards associated with CPVC plumbing installations. b. My company's health and Injury Prevention Plan satisfies fac. worker tramming safety guidelines of the California DeDa_rtment of Lndust ial Pke-lati ,ns and inf�,aluA sa��'n Emote Y4_yEER ®ova ?a9�6 a6NH= ae aT •�ae �zssr-aE �ea ^H asl-cPs i—va � sa -e�yaa vaeai as sevcam e�ao �Hiezz=�vsc• -fine £ — T__,7n L:iv_._ iETi`iaEymi£_r. svE u__ iyi <i �i`ii�ve_ in eiE aeesai��lmevc_ �_ •e n- sc _ r 949 I�Ei=S vYE'l i4 �R i= a ei'45=IPGG 4'FY Y1"i ie' NCC =`T Q ^. 'v/�==1==. a =! G •Hi -Y= e_ _s• e. q ZI. - /_//%'_ % Signed: ' Company. oY/[t isles gie JAN -25-2005 11:56 AM FOX COMPANY 5305331825 P.02 Gastite- THESystem. S Thf SOLUTION" The following person has successfully completed the Gastite Certification Training Program and Is hereby recognized as a .Qual iced Gastite Installer ..., a r I o., sa� ni W Prt RO v �7 7 l ei ve •• �®IOir�OOO � 1 ir'r� o Nerne Fox Comu v F'3/31/2004e Company Data Ce, fificate No. �,..� , _ ? n se ASST sig,®i; _ss ta siav;bsa Gas piping iii kht-1�1,1zeu o pure o- aslwnll P -m�'- ' ,.. y Insulation Certificate BUILDING' PERMIT #: BUILDING OWNER: BUILDING LOCATION: Description of Installation ROOF 3 Brand Name- Material3 B Thickness (inches) /!2 �� Thermal Resistance (R -Value) CEILING Batt or Blanket Type Brand Name Thermal Resistance_(R-Value) 3 Thickness (inches) J g Brand Name Loose Fill Type lb Minimum thiclrness inches Contractor. s minimum installed weight/ft Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) EXTERIOR -WALL Material Thickness (inches) Brand Name <y CSU - Thermal Resistance (R -Value) I-cl RAISED FLOOR - Bland Name Material Thickness (inches) S / ZY Thermal Resistance (R -Value) ct 5u� B FLOOR Material R I Thickness (inches) Width (inches) 16 Material Thickness Declaration Brand Name t a v. Thermal Resistance (R -Value) I, Brand Name Ao -ermal Resistance (R -Value) f I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. General Contractor (Builder) THIS CERTIFICATE MUST -BE APPROVAL AND A COPY S License Number Date License Number Date FRUV111t'.1J to ine. BUILDING DEPARTNIF'NT HALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 PRIOR TO FINAL INSPECTION N BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penally 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. ,� 10 yr License Class.: ' 1M. License Number: ✓,J� U�R7 Dale:4 t,�-+— Contractor: SOUN Palle `- . 'OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am. exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, Improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to rile a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she Is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such Improvements are not Intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of sale.). • ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' Slate License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Slate License Law:). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Dale: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally 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. I have and will maintain workers' compensation Insurance, as required by Section 3700 the Labor Code, for. the performance of the work for which this permit Is issued. My workers' compensation Insurance carrier and policy number are: Carri;er: Z FUND }rr�((''11__ Policy 0. ❑ I certify that in the performance of the work for which this permit Is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that If I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply �Ittt ose provisions. Date: Applic nl: WARNING: Failure to secure wo era' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, Interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there Is a construction lending agency for the performance of the work for which this permit Is Issued (Sec 3097 Civ.) Name: PERMIT NO. BP050856 Issued Date: 04/04/2005 APN: 041-290-089-000 Site Address: 180 VIEW.LN. ORO Map Index: Description: roof mount solar Owner: PAPA, KATHLEEN ETAL PAPA, PHILLIP 69 JASMINE CT. OROVILLE 95965 530-534-9057 Applicant: SUN POWER & GEOTHERMAL ENERGY 863 EAST SAN FRANCISCO BLVD SUITE A. 94901 530-533-5988 Contractor: SUN POWER & GEOTHERMAL ENERGY 863 EAST SAN FRANCISCO BLVD SUITE A 94901 530-533-5988 License M 759086 Architect: Engineer: Total Square Ft: Valuation: Census Code: 0 S. F. $0.00 c+ H 2 This permit Is her Issued uq�r th pp Resolutions to work indicated ab a for By' PERMIT EX SON: �D J 1 licablg grout ons of the Butte C w h fee ave been paid Code and/or Date: Address: I (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the'above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Wiz— rr�' Print Name:JW)N worV z— Signature: Dale: 4" ,'a'Owner tractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-10.04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER Last Name TIFA first a moiq - 1 Cityr)21141 I , � r I Address 8"Uh 1 I IAN VV W City 0 � TtafA. ai - I Zi � Phonqg36-9 /L b J "I Fax— E-mail CONTRACTOR Name b Address5;11 ` /1 �1AK f� i� 1 V �`—�I/ - 1 Cityr)21141 I , � r I State Zi �EJ J Phon 3_ Fa �v�K� ai - Li; /�OYI�T CM0 ' c 1 cv/ . APPLICANT NAME ARCHITECT/ENGINEER Name / Address F City Fax State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Name Address City State F Phone Fax E-mail APPLICANT SIGNATURE r For office use only: Zoning AP# /j /r' Flood Zone Property Addr) 1ID" SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BP a��$ BIN # Page 1 of 2 L2, Description or Scope of n� r PI M Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS I.. Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by; Amount: Bldg `� `/ 2 SRA Receipt #: '� �j Sheriff SMIP 4. Vher Dater //t / 2] �j Total REV 2-24-05 LOCATION AP# /j /r' lj ./0� Property Addr) 1ID" ,,, r �w Cjty ' U LL Cross Street WORKER'S COMPENSATION Policy Number S'T_ X_ FOND Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 L2, Description or Scope of n� r PI M Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS I.. Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by; Amount: Bldg `� `/ 2 SRA Receipt #: '� �j Sheriff SMIP 4. Vher Dater //t / 2] �j Total REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 RESIDENTIAL SYSTEM MODULE I M[D.%'y(Q 167 WATT POWERFUL. ATTRACTIVE. RELIABLE. MULTI -CRYSTAL SILICON PHOTOVOLTAIC MODULE WITH 167W MAXIMUM POWER Designed specifically for peak roofs, Sharp's ND -167U1 photovoltaic modules offer industry-leading performance and aesthetics. These residential modules give the clean, attractive appearance of a high-tech skylight while the black anodized aluminum frames and trim strips blend beautifully with the home's exterior. In addition, an " U' hook design located along the frame's perimeter ensures easy integration with the residential system mounting hardware. Perfected by Sharp's nearly 45 years of research and development, these modules allow for maximum usable power. An anti -reflective coating provides a uniform blue color and increases light absorption in all types of weather conditions. Sharp's ND -167U1 modules are a breakthrough in technology and aesthetics. The laminated glass module is glazed Sharp's residential modules with black frames into a high torsion black anodized and trim strips are ideal for peak roofs, and aluminum frame. allow for the seamless integration of the system into the home's design. u OUN � - DEPART: ►,. FEATURES • High-power module (167WI using 48 square multi -crystal silicon solar cells with 12.6% module conversion efficiency •Bypass diode minimizes the power drop caused by shade • Black anodized aluminum frame and " L" hook design located along frame perimeter for easy integration with residential system mounting hardware • Water white, tempered glass, EVA laminate, and a weather- prooffilm.yield long -life ff—mod5IFs7wNiIi;Tn't7a—ncing cell performance 'Nominal 16 VD'Gou' tput ism idealmatch for the Sharp multi -string inverter "TManufactured in IS9-001 certified facilities • 25 -year limited warranty on power output (see dealer for details) PUL_Listings: UL 1703, cUL MMM I RESIDENTIAL SYSTEM MODULE ELECTRICAL CHARACTERISTICS Cell Multi -crystal silicon No. of Cells and Connections 48 in series Open Circuit Voltage (Voc) 29.OV Maximum Power Voltage (Vpm) 23.5V Short Circuit Current (lsc) 7.91A Maximum Power Current Qpm) 7.1A Maximum Power (Pm)* 167W Minimum Power (Pm) 150.3W Encapsulated Solar Cell Efficiency (nc) 14.39 Module Efficiency 61m) 12.60% PTC Rating (W)** 146.63 Maximum System Voltage 60OVDC Series Fuse Rating 15A Type of Output Terminal Lead Wire with MC Connector MECHANICAL CHARACTERISTICS Dimensions (A x B x C below) 52.28 x 39.53 x 1.81'/ 1328 x 1004 x 46— Weight 35.27lbs / 16.Okg Packing Configuration 2 pcs per carton Size of Carton 56.3 x 42.52 x 5.12'/ 1430 x 1080 x 130mm D E F G ABSOLUTE MAXIMUM RATINGS Operating Temperature -40 to 194*F / -40 to +90'C Storage Temperature -40 to 194*F / -40 to +90'C Dielectric [solation Voltage 2200 VDC max. B F DIMENSIONS A Specifications are subject to change without notice. • (STC) Standard Test Conditions: 25°C,1 kW/m', AM 1.5 (PTC) Pacific Test Conditions: 20°C,1 kW/m', AM 1.5,1 m/s wind speed In the absence of confirmation by product manuals, Sharp takes no responsibility for any defects that may occur in equipment using any Sharp devices. Contact Sharp to obtain the latest product manuals before using any Sharp device. 02003 Sharp Electronics Corporation 2; HA& uff"Ib R I b e s h a r p� Sharp Electronics Corporation • 5901 Bolsa Avenue, Huntington Beach, CA 92647 Tel:1-800-SOLAR-06 • E-mail: sharpsolar@sharpusa.com • www.sharpusa.com/solar SSD -03-009 Printed in the USA A B C D E F G 52.28'A328mm 39.53'A004mm 1.81746mm 10.27259mm 15.757400mm 37.13'/943mm 25.16'/639mm Specifications are subject to change without notice. • (STC) Standard Test Conditions: 25°C,1 kW/m', AM 1.5 (PTC) Pacific Test Conditions: 20°C,1 kW/m', AM 1.5,1 m/s wind speed In the absence of confirmation by product manuals, Sharp takes no responsibility for any defects that may occur in equipment using any Sharp devices. Contact Sharp to obtain the latest product manuals before using any Sharp device. 02003 Sharp Electronics Corporation 2; HA& uff"Ib R I b e s h a r p� Sharp Electronics Corporation • 5901 Bolsa Avenue, Huntington Beach, CA 92647 Tel:1-800-SOLAR-06 • E-mail: sharpsolar@sharpusa.com • www.sharpusa.com/solar SSD -03-009 Printed in the USA Sunny ooh Y(ODOU ffPjffIAMIA V The leading grid -tied photovoltaic inverters in Europe and America UL 1741 listed for grid interactive inverters F.! -ye 9arraI� and Rugged NEMA �rX S inless steel outdoor �eri`closure standard Easy to install three-point ' mounting system Comprehensive communications and data Coll options Shown with optional display The SMA Sunny Boy inverter, the most popular grid -tied photovoltaic inverter in Europe, is now UL 1741 Listed and available in North America. Sunny Boy's extensive track record in some of the world's most demanding markets has made it a favorite among PV professionals everywhere. Over 80,000 Sunny Boy inverters have been installed worldwide. Having achieved the highest reliability of any PV inverter, Sunny Boy gained immediate acceptance in the US and Canadian markets. Superior design, rock -solid German engineering, and exceptional real-world efficiency have made Sunny Boy the top choice for American solar designers. These professionals know that Sunny oy i . r d ti: ,�A erteer that, they,�an r IJJI�J recommend without reservation and instdll,, 6 U cFrafidenee . . Specifications Inverter Technology Real sine -wave, current source, high frequency PWM AC Input Voltage 106 -132 (120 V AC nominal) AC Input Frequency 59.3-60-60.6 (60 Hz), 50 Hi also DC Input Voltage 156 - 400 V DC Peak Power Tracking Voltage 156 - 350 V DC Minimum DC Input Voltage 139-170 V DC dependant on available line voltage Maximum AC Power Output 1800W Current THD Less than 4% Power Factor Unity Peak Inverter Efficiency 93%-94.4% Cooling Convection cooling (no fan) PV Start Voltage 190 V DC Maximum AC Current 15A Maximum DC Current 12A DC Voltage Ripple Less than 5% Power Consumption 0 W nighttime, < 0.1 W standby Ambient Temperature -25 °C ... +60 °C Enclosure NEMA 4X stainless steel Size 434 W x 295 H x 214 D mm Weight . 27 kg Certifications United States: UL 1741, E210376, UL 1998, IEEE 519, IEEE 929 ANSI C62.41 C1 & C3, FCC part 15 A&B International: DIN.EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part 2, 55011 Group 1 Class B, 50178, 60146 Part 1-1 DISTRIBUTED BY DISTRIBUTION _ PANEL EARTH GROUND Sunny Boy's unsurpassed reliability and efficiency is the result of SMA's manufac- turing philosophy that combines simple fesign with robust execution. SMA's state-of- the-art tate-ofthe-art maximum power point tracking performance results in greater real-world energy capture than any other grid -tied PV inverter. Sunny Boy's safety and reliability record is also exception- al due, in part, to the inverter's redundant grid monitoring and built-in ground fault detection and interruption protection. The inverter's IGBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets new ultra -strict FCC EMC standards. SMA's unique String Inverter tech- nology makes future system expansion simple. Sunny Boy's option- al power line carrier communication capability allows for extensive data acquisition from one or many inverters with no additional wiring. (Optional powerline modem required.) Other communica- tion options are available to satisfy almost any application. SMA America , Inc., 20830 Red Dog Road, Grass Valley, CA 95945 Phone 530-273-4895 • Fax 530-274-7271 www.SMA-AMERICA.com • email: info@SMA-AMERICA.com SMA Regelsysteme GmbH • Hannoversche Strasse 1-5, D-34266 Niestetal Tel. (+49) 5 61 95 22 - 0 • Fax (+49) 5 60 95 22 - 100 www.SMA.de • email: info@SMA.de Advanced System Technology for the Successful Photovoltaic Future 5W 1 2&1 ......... ............ .. ............... ................ .. ............ RESISTANCE TO SLIP -With Safety Fad" of 3 *Maxialuo, 4 wmkgdi for 12 gauge channels is limited to 1550 Ibs. (6670 N) Resistance to Shp of Channel Nut j C.OuNrY q'UHILDIN D ""G r"EPARTMIF�,,4, lh I v $0 Reference page 44 fOr 9MwA fitting and standard finish specifications. A�jV" r r Z-XjEVAL.;( Ar—RAURU . ...... ........ PULL-OUT STRENGTH •With. Safety Factor of 3 -Maximum Pullout strength for BlI & B12 channels is limited to 1550 lbs. f 667 N). Pull -Out Strength of Channel Nut BUTTS Reference page 44 for general ifting and standard finish specifications. 51 #8-32 N221, N221WON521 200 990, 200 890 1 200 890 N721,TN22i A -v 2u3i.......... u. P .......... #10-12 N227, N227WO, N527 250 1110 250 1110 250 1110 N727,TN227 71 f Tm so ......... . .............. i+i . .... . 0 5116"48 N223, N223WO, N523 ............ 750- 3330 -750 3130 750 3330 N723, TN223 �fp. W. . . . . . . . . . . . . WE* ta..-�hft -k VI 11+ RONNIE= ... 4- '/16--14 N226, N226W0N526 1500 6670 1200 5340 1000 4450 N726, TK226 W U, iFm . . ......... N255, N255WO, N755 2000 9900 "N 6230 1000 4450 N555N555WO 1500 6670 1400 6230 1000 4450 ................... .......... . ........... a. NM N278WO, N778 _F, 2000 9900 1400 b230 1000 1150 Pull -Out Strength of Channel Nut BUTTS Reference page 44 for general ifting and standard finish specifications. 51 -B22 CHANNEL : Minv& B22 •Thidme=12 Hauge�.'OPT�i.10' •Standard ImW 10' 6,09 m • 5msbes: Pian, Dur�-Gc . PPS Qaltraai�od, Stainless Steel Tyro 304 or 316, Ahmi mm - �. •w 1901�sJFt. �.s31�,) . - • �. • . isir _ 3/� 4 3,V 9/32+'' 1Y (7.1j X (41.3) 7252 - AL4) a Y EwneN PROPERTL SAxIs E3 oi Inirlia (1) 8 B22 1910 (7b0 .562 (3 .19 (796) 2 .583 zo BM 3.820 (40Sn d.�n 931 iq 2953 E X53 (1.66) (5.69) 1.124 BrLR 6.649 (939) 1956 (172.67) 701 x27.39) 1AS6 (370) 1.1 . (44.En 1.2027 (197n .751 (19n !cdm.d19 of section pcopoities die basod m acetal 3lidoaa as deeeamiood bp>be A15I Q�ld Formod Sood Deign 1►ml. 9p r r 4 M \ - Y (41J _A \ 31/4". % X Y MQ ra B22A r wt. 3.80 IbsJFL (5.65 � 15irCO - . � (41.3)IDS��? ��� 1'� . e�- 20 Rcfereaoo pap 14 for general fitting and stan&W Shish spocificatioas- cx�vlvEL � B-Une:& SELEG`I'ION CHART for.Cba.= v, Materiab and Hole Patterns a rk variaa s hole — � ria+ w Pmvmc a rerereaoc for svad*k chanwL materials, and bole pat6mm M types a for i are defined by m n*= j gm 4. Some NbJuless abet with hole pattem are available on spocid order only. *Metric equivalent for thidasesm shown in chart. ••1- Steil 12 Ga. =2.6mm 180a.=12mm '. 2 Ahwdmam 14 Ga. = 19 mm .105 = 2.6 mm' 3 - Type 304 Stainless Steil 16 Ga. =1.5 mm .080 = 2.0 mm 4 - Type 316 Stainless Sted Properties may vary due to commercial tolerances of the matre.L Chanced Part Nmnbuing Example: ammd Type HH rns PatteMateriabirudsh Bil GRN 120 B12 S GALV 240 B22 H178 HDG B24 TH • SS4 B26 . K06 SS6. B32 AL B52 B54 B56 17016 Reference page 14 for general fitting and standard finish specifications - � U SEMON PROPERTIES .• is B22 T. B22 CHANIVEL (2.94).562 e:° (3A* B22 3.820 (5.69) 1 1.124 •Thicla o=12 Gauge (2.6 mm) MX 6.649 (9.99) -standard lenghs 10'(3.05 m) & 10'(6.09 m):-. (12AZ W CSlc6latioos, of ambos •Standard fmishes: Plain, Dma-Green, Pr o -Galvanized, are basad on m it Hot -Dipped Gahvnized, Stainless Steel Tyr a 304 or 316, Ahmoinum x �:. 'Weight: 1.90 LbsJFL (2.83 kg/m) _ _.. 64 3/9" (413) 3/g" 7/8" 9/32" le.� (22.2) Y (7.1) X (413) 7252 n8� w v IY SEMON PROPERTIES .• is B22 T. 1910 (2.94).562 (3A* B22A 3.820 (5.69) 1 1.124 1(7.25) MX 6.649 (9.99) 1956 (12AZ W CSlc6latioos, of ambos properties are basad on m B22A wt. 3.80 LbsJFt. (5.65 kdm) as 13/16" (m•6) (9.91) 931 (736) 27JM 1.456 [3.701 "�l 20 Reference page 14 for general fitting and standard finish specifications. .2953(4.94) .653 .5905 (9.69) •653 (1.66)1.027 09.71) .751 n911 Y 15/9" (413) 31/4". X X Y _�.. 13/16" F Al, novve :m. Noveon, Inc. 4832 Cory Ct. Carmichael, Ca 95608 Tel: 916.487.8384 Fax: 916.484.0733 Cellular Phone: 916.952.7238 Toll -Free: 888.234.2436 Ext 5622 September 28, 2004 Chief Building Official Le FOX Co mpant Re: CPVC for Cherokee Road The 2001 California Plumbing Code, Section 604.1.2 allowing CPVC to be used in for hot and cold water distribution system within residential building as long as the following conditions are satisfied. Part (d) section 301.0 of appendix I of this code, Installation standard for CPVC solvent Cemented Hot and Cold water distributions systems, IAMPO IS 20-98, page 341 of the CPC. Below is part A Finding requirement. The attached water reports show the .wate.r to be very hard water, the aggressive index is 11.8 over the recommended levels , see explanation for consideration of CPVC pipe with this water. Harry Moos Piping Consultant The Specialty Chemicals Innovator'" Certificate of Compliance For Installation of CPVC Plumbing Materials (Pursuant to California Plumbing code 604.1b(e)and(f) TO: Chief Building Official I am licensed by the State of California as a plumbing contractor, and seek a building permit for residential construction, which involves the installation of CPVC plumbing materials as provided for under California Plumbing code section 604.1b. Pursuant to section 604.1 b,I hereby certify that: a. I am aware of the health and safety hazards associated with CPVC plumbing installations. b. My company's health and Injury Prevention Plan satisfies the worker training safety guidelines of the California Department of Industrial Relations, and includes information about the hazards associated with CPVC plumbing pipe installations. c. My company will comply with all of the installation and health and safety requirements of the California Plumbing Code applicable to the installation of CPVC plumbing materials, including the requirements set forth at Section 301.0 of Appendix I thereto. Signed: Company 4. .a - Monarch Laboratory, Inc. r � � NOVEON INC. 4832 CORY COURT CARMICHAEL, CA 95808 - Sample Identification: VIEW LANE & CHEROKEE Rid Date & Time Taken. 09/07/2+ 1400 Collected By: JIM PETERSON Sample Matrix: Liquid Received: 09M712004 Client: NOV075 Other Data., E_11a/ p #o41-290-089 563 EAST LINDO AVENUE CHICO, CALIFORNIA 95926 PHONE (530) 343-5818 Page 1 of 4 TEST REPORT: 219735 Report Date: 09122 O04 I ResuRs foo Sample 219735 Parameter Result Unit MAL 001 Aggressive Index 11,8 09f20f2004 DLS 002 Langlier @ 60 c 0.54 mg/L OLS 003 Langlier Sae Index -0.00 mg/L. DLS 004 pH, Drinking Water 7.2 SLJ 0.1 005 Temperature, Drinking Water 29 degrees C DC 006 Acidic Turbidity, Drinking Water 0.12 NM 0.05 007 Alkalinity, Drinking Water 287 mg1L 2.0 008 Bicarbonates, Drinking Water 350 mg/L 2.0 009 Carbonates, Drinking Water <9.0 mg/L 1.0 010 Total Hardness, Drinking Water 239 mg/L 0.030 011 Specific Conductance,Drink Water 520 umhoslcm 1.0 012 Calcium, Drinking Water 58 mg/L 0.010 013 Magnesium, Drinking Water 23 mg/L 0.002 014 Potassium, Drinking Water 0.45 mgfL 0.015 015 Sodium, Drinking Water 9.6 mgA- 0.010 016 Sulfate, Drinking Water <0.45 mgtl... 0.45 017 Chloride, Drinking Water 4.9 mg/L 1.0 Ane"cal Details for Samplie 219735 Parameter CAS Method Bottle Analyzed By 001 Aggressive Index AWWA Asbestos -Cement 09f20f2004 DLS 002 Langlier@ 80 c AWWAV.18,No.3,1992 0912012004 OLS 003 Langlier Sat Index AWWA V.18,No.3,1992 09/20/2004 DLS 004 pH, Drinking Water EPA Method 150.1 09/0812004 EMJ 005 Temperature, Drinking Water EPA Method 170.1 09/07/2004 DC 000 acidic Turbidity, Drinking Water EPA Method 180.1 09/09/2004 DLS 007 Alkalinity, Drinking Water SM 23208 09120/2004 DLS 008 Bicarbonates, Drinking Water SM 23208 09110/2004 JBS 009 Carbonates, Drinking Water SM 23208 09116f2004 JBS 010 Total Hardness, Drinking Water SM 23408 0912012004 DLS M 9 Gnor•iflr• r�nnrinrrt=nra drink Wvror QAA ng4n d nnrnnMnnA ria •.� Com.. D ��. Monarch Laboratory, Inc. 563 EAST LINDO AVENUE CHICO, CALIFORNIA 95926 PHONE (530) 343-5818 Page 2 of 4 TEST REPORT' 219735 Bof a Data fair Samale 219736 Bottle Derived in Lab From #01 - 1 PINT, PLASTIC, UNPRESERVED #02 - PREPARED BOTTLE, PLASTIC 50 RAL, HNO3 01(50mL) uaruhr Assuirance fear the SET vAh Samiole 219735 Sample Description Mn" -cal Details for Sample 219735 - - Unit % Acidic Turbidity, Drinking dater ( Analyzed: 09A).4P100d 1600 DLS Parameter CAS Method Bottle Analyzed By 012 Calcium, Drinking Water SAA 31198 0911412004 DLS 093 Magnesium, Drinking Water SAA 31118 0911412004 DLS 014 Potassium, Drinking Water SAA 31118 0911412004 DLS 015 Sodium, Drinking Water SRA 3111 B 09/14/2004 DLS 016 Sulfate, Drinking Water SAA 4500 SO4-C,D,E 09/16/2004 DLS 017 Chloride, Drinking Water SM 4500 -CL -8 00/16/2004 JBS Bof a Data fair Samale 219736 Bottle Derived in Lab From #01 - 1 PINT, PLASTIC, UNPRESERVED #02 - PREPARED BOTTLE, PLASTIC 50 RAL, HNO3 01(50mL) uaruhr Assuirance fear the SET vAh Samiole 219735 Sample Description Result Value Unit % Acidic Turbidity, Drinking dater ( Analyzed: 09A).4P100d 1600 DLS Verified: 09110/2006 1232 DLS) Duplicate 2.9 Blank - 0.033 Blank NTU Standard 0.74 0.80 NTU 93 Standard 7.5 8.0 NTU 94 Standard 18 18 NTU 100 219688 Duplicate 1.5 1.5 NTU 0 Calcium, Drinking dater ( Analyzed: 091102086 1600 DLS Verified:0911312006 93110 DLS) Standard 5.0 5.0 mg/L. 100 Standard 20 20 mg/L 100 Standard 50 50 mg/L 100 299582 Duplicate 15 15 mg/L 0 219582 Spike 15.4 mg/L. 101 219582 Spike 15.4 mg1L 103 LCS 31A 30.8 mg1L 102 Chloride, Drinking Dater ( Analyzed: 091161M 1100 JBS Verified: 091201M 10:24 DLS) Standard 990 1000 219577 Duplicate 4.9 219578 Duplicate 36 219792 Duplicate 2.9 Specific Conductance,Drink Water ( Analyzed: 09108r2086 1708 EMJ Blank 0.8 Standard 73 Standard 350 Standard 1370 219725 Duplicate 590 219720 Duplicate 1340 219728 Duplicate 620 219729 Duplicate 010 4.9 37 2.9 Verified: 09AIKAN 11:60 DLS) 71 353 1412 590 1340 620 610 Carbonates, Drinking Mater ( Analyzed: ON1162004 9700 JBS Verified: 00=1004 10104 DLS ) Standard 270 250 219545 Duplicate <1.0 <1.0 mg/L mg/L mg/L mg/L. umhoslcm umhos/cm umhos/cm umhoslcm umhoslcm umhos/cm umhos/rm umhoslcm mg/L mg/L 99 0 3 0 103 99 97 0 0 0 Q 108 - Monarch 563 EAST LINDO AVENUE CHICO, CALIFORNIA 95926 Laboratory, In c. PHONE (530) 343-5818 Page 3 of 4 TEST REPORT: 219735 ualft Assurance ffbir the SET with Samoge 2119735 Sample Description Result Value Unit % Bicarbonates. Drinking Water ( Analyzed: 0511612004 1700 JBS Verified: 09120i2W1 1027 DLS) 10O 50 mgfL Standard 270 250 mg1L 108 219545 Duplicate 44 43 mg1L 2 Potassium. Drinking Water ( Analyzed: 0911412004 151 1 DLS Verified: 091151M 13:118 DLS) 6.0 mgfL 98 Standard 0.50 0.50 mg/L 100 10O Standard 1.0 1.0 mgfL 100 100 Standard 2.0 2.0 mg/L 100 100 Standard 5.0 6.0 mg1L 100 219489 Duplicate 1.6 1.6 mgfL 0 219489 Spike' mgfL 0.62 mgfL 113 219489 Spike 0.52 mgfL 110 LCS 1.09 1.04 mgfL 105 Magnesium. Drinking Water ( Analyzed: 09tUrAM 1400 DLS Verified: 09/1512004 1310 DLS) Standard 1.0 1.0 mgfL 100 Standard 5.0 5.0 mg/L 100 Standard 9.9 10 mg1L 99 Standard 20 20 mg1L 1 QO 219582 Duplicate 13 13 mg1L 0 219582 Spike 2.36 mg/L 104 219582 Spike' 2.3B mgfL 108 LCS 4.88 4.72 mg/L 103 Sodium. Drinking Water ( Analyzed: 09/16!2004 1400 DLS Standard Standard Standard Standard 219489 Duplicate 219489 Spike 219489 Spike LCS Sulfate. Drinking Dater ( Analyzed: 09/1612004 1200 DLS Standard Standard Standard Standard Standard Standard Standard Standard 219954 Duplicate 219954 Spike 219954 Spike LCS Verified: 09113rAM4 13139 DLS ) 4.9 1Q 25 50 15 33.7 Verified: 09116rAN 12.33 DLS) 4.8 10 15 20 25 30 35 40 32 20.4 pl-1. Drinking Water (Analyzed: 09108=4 170 EMJ Verified: 09109f 11:40 DLS 1 5.0 m011- 98 1Q mgfL 100 25 mgfL 10O 50 mgfL 100 14 mg/L 7 15.9 mg/L 105 15.9 mg/L 103 31.8 mg1L 108 6.0 mgfL 98 10 mg1L 100 15 mg/L 10O 20 mgfL 100 25 mg/L 100 30 mg/L 100 35 mg1L 100 40 mg1L 1 QO 32 mg1L 0 20 mgfL 105 20 mg/L 101 20.0 mgfL 102 ... .......... . a....w; , . _ - Monarch 563 EAST UNDO AVENUE -�� CHICO, CALIFORNIA 95926 Laboratory, Inc. PHONE (530) 343-5818 ,1 1. Page 4 of 4 TEST REPORT: 219735 ualfty Assurance for the SET wt& SaI>7r ule 219735 Sample Description Result Value Unit % pH, Drinking hater ( Analyzed: 09AKWM 1700 EMJ Verified: 09109JIM 11:40 DLS ) Standard 4.0 4.0 SU 100 . Standard 7.0 7.0 SU 100 Standard 10.0 10.0 SU 100 219889 Duplicate 6.7 y B.B SU 2 219890 Duplicate 8.8 B.8 SU 0 219727 Duplicate 7.2 7.2 SU 0 LCS 7.0 7.0 SU 100 Bottle Tracking for Sample 219735 'bottle iR: 01 1 PICT, PLASTIC, UNPRESERVED 09107/2004 16:05 DC 09107/2004 16:05 DC Bottle 8: 02 PREPARED BOTTLE, PLASTIC 50 SAL, HCO3 0910712004 48:05 DC , 09!0712004 16:05 DC Water hardness is classified as very hard and non-aggressive on pipes and fixtures. The high bicarbonate and calcium level will leave salt residue on surfaces where water evaporates. Consider soft water treatment to make housekeeping a simpler task. Disposal of water softener regeneration salts requires consideration. The; treated water will generate considerable sodium chloride. Disposing of salts in the septic tank will ruin the septic leach line. Consider gas hat water heaters with this type of water. Consider using CPUC pipe with this water. Soft water will have higher chloride levels that cause internal pipe pitting. Untreated hard water builds up internal calcium carbonate deposits on the internal waft. This restricts water flow after several years, especially on the hot water line. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2004-0048269 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:22AM 09 -Aug -2004 REC FEE 7.00 CONFORM 1.00 Mark Page 1 of 1 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: cac+v of 3evfIbvu 3`f,motvnS4 ZO ^fff rn2 t:QSi- , M.b, 5. and M a /e, V►1�irri�icma 1'ZU 1TUA SS+ gt40y4C'-0+- 44v- cS'0tnI WC, '+ q mrW OP 5c� t of &ebt oo -64 , lxrrl czm,v%-t-d off-. hk 11ad 'iS, � sAD w►-► --'01 G-p,/w"V-At '9tnr^11 w off- 6&i& .c 0fibv, 64, Dater �(� y PROPER�Y OWNERS: P. State of California ) County of 8 077Z� ) On before me, 7Z?A{ Af, ci7' X14779/t. 19U/�Cf personally appeared I -WA/ 1-26WA AVIS P#IL•LAP I'V% W- _pemorraily knewn-tmn&{ew proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s)4@Aare subscribed to the within instrument and acknowledged to me that he%he/they executed the same in 464wWtheir authorized capacity(ies), and that by hbAfeWtheir 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. JANET G. FIORE TENNANT Signature x/-�.:�(�� Ci�i���/1% Seal: _ Commission # 1 s F Z Notary Public - Calftmla Butte County A.P. # My Comm. Expires Jun 1, 2t1t)6 ss So s LAAO— 4X12 8FAM A ^ fL _ 4X4 P05T 4X4 POST _ TRU55E5 @ 24" O.G� . 5EE TRU55 GALG5. 6- FURNACE 8 \ 1 N \ 4X4 POST \ \ AFF-' ' \ T522 g B.G. OF H:201,, m 0092A TO TOP PLATES CIVIL - - - _ 4X4 POST _ FBF CALk -- - LSTA 18 BEAM.TO TOP PLATES - B.M. TO B.M-4 SPLICES & ` V CORNERS, TYP. ® LINES 6,12, & M. \ �1/il/oNf 1a BUTTE COUNTY - -'5 , TO ' B BUILDI DIVISION � �P PLATE SPLICES LINES H, Ig, J �._ AP vED d- — 31'_ 10,E �D�.� A Z -F -I A-) atis w� 3s� Z5 N v � Z 518 SLR w_73 I2� l�� 3 = qq I ? /z /2 3 5. 1z5 (/3. S) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Cot.;nty-Center Drive • Oroville, California 95965 • Telephone (530) 538-75N-rs PERMIT NO. (Rev. 12/96) APPLICATION AND -PERMIT q�- ASSESSOR PARCEL NUMBERw� ZONING BUILDING PERMIT OWNE TELEPHOI�IE SO, FT, OCC. BUILDING VALUATION .OW ER tW DRE T t - r, 6 9 _47 6z CONTRACTOR'S NAME TELEPHONE 0 NTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace -S-0 C) Total Valuation $ a ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR EIJGINEERS MAILING ADDRESS Plan Checking Fee $ G' BUILDINGADDRESS IRh l� Energy Plan Checking Fee $ , L� $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15" 011 Each as water heater or vent 15.00';`_1 L® TYPE OF WORK New $I Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 S^ Mobile Home ISI GI W1 1920.00 PERMIT FEE $ 1 i U ELECTRICAL PERMIT Fling Fee 20.00 600V 0Main Service 20.AORLESS 23.00 3,,60 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.PSINGLE License Class LIC. NO. -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: f4Y I, as owner of the property, or my employees with wages as their sole compensation, 0will 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 20GA TO 1000A 46.00NEW CONST. DWELLING OCCUR OR ADDNS. a ACC. stns. SO 3.50x: NPP I=ONS IDT' MULTI.OUTLET 97,50 8 OUTLET OWER APPARATUCIR.S Ex. Occup. OUTLET OR FIXTURES BAL @ 1:50 OWNER Ex. Occup. DFIx Ds RLNS ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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.) ISI 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'.D. 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. /j,," X �� i f�l�� Date lhol0 q Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction es in eight. of structures over 3 storih/� MECHANICAL PERMIT Filing Fee 20.00 Heating `` CO Cooling S Lz Hood 6.50 ( J -D Ventilation ,SO PERMIT FEP $ Mobile Home Installation Fee $-- Energy Inspection Fee $ (`� OCC COLT. TYPE TOTAL FEE $r IMP FLOO CDF pARCEIA Po suE This permit is hereby issued under of the Butte County Code a d/or indica -above for which fe ha v ) i / MIT EXPIRES ON the applicable provisions Resolutions to do work been paid �% Dat O e Receipt No. B -D.D.S.-D. I SPECTOR GOLDEN ROD-APPLICANT COUNTY"@ BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION '7 Cou ty Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 1. (j!� !��(•I ; /� t�f ASSESSOR PARCEL NUMBER Proposed Building Use - Counter Technician. -TP -Date: Items -required in, order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Site plans, 3 or 4 sets, signed by the preparer of the plans. 0 - ;;;2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. p/ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. i ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as: applicable. s.'b ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ....................................:...... ❑ / 20. Erosion Control Plan Required........................................................................ ........ Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit.............................................................. I�''23. California Department of Forestry plan approval Maid. Sent b.. . ............ 024. Planning approval (A) Use: 0°' (B)Parking: (C) Parcel Check: 2-) B-OL4 ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... fi �1 26. NPDES Form............................................................................................. # 27. Encroachment Permit for driveway from the Public Works Dept ........................... 1p ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ` ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... } r ❑ 32. Letter of Signature authorization ...... :................................ . ............................ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. or 34. Manufactured home utility clearance......:........................................................ ❑ -35. Existing violations and/or expired permits...:.................................................... ❑ 36. Deed Restriction......................................................................................... ❑ / 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 38. Other: ❑ 39. Other: UU When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: / �31) y a 1. Index permit application for ea ve ite s n Plan- Check 2. Additional items required Contractor, designer, owner, of thea to by ❑ p one, ❑ mail;, ❑ counter, by Date: Contractor, designer, owner advised of the ab by ❑ phone, ❑ mail, ❑ counter, by ate: Plans reviewed by: Date: Plans approved by: mw-_ to : 0 Structural reviewed by: Date: 0 tructural approved by: Date: Note transfer. by: Date. �!/ •7/2'Zt S Yellow: Building Division /� P 41 E.H. USE ONLY Plot Plan Anachod__a_____ Floor Plan Attachad Sant to B.O. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance A Owner Location AP# Plan Approved for: Sewage Disposal P b Water S ply: lit Private nell Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 flA, Aj Date N-030qS COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER A.P. # /� O PROPROSED BUILDING USE v DATE I O RECEIPT # DATE REC. 1. BUILDING PERMIT FEES , --- Balance Due ..................... $ --- Additional Fees Due........... $ --- sed Plan Checking Fee.... $ 4 _�� . SC OL DISTRIC E ( 'c e) 1 er uto 3. S FF FEES (paid at Building Division) r� 'n Resi ntial............ X $360.00 =$ 3�•y e-�` Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq: Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES 510.00 (paid at Building Division) P7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT _C A it � ,. 42 DATE I j)fl, JF Pursuant to Government Code Section 66020, 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 Division Yellow -Applicant Pink -Owner (rev. 2/2003) School District A.P. Number t4y- Property Owner 7 �$B ,TTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM One form per Building) A OV06J Building Department No. city - >< jCounty Property Location/Address I U C/ V X,41L.1 1--7 /t L'-" I/ t/ [AIL -t Subdivision Lot No. .-C', ........... . ......................... [-7/1 Residential Development Sq. Footage t:;// OtJ No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation Inspection) ....................................................................... ! ............................ Deed Restricted Sq. Footage W (Attach a signed copy of Died RestiictiZA.and Notice of Limited Use Facility document) commer, ial/Industrial Sq. Footage' Won 1. New, (Including Ekterior Roofed Are ool S-- Building Department Repi relative Date f District Identification No. School District certifies that V P a, (Applicant) - 05 2 (Street Address) (Phone Number) Drovi q51 �J (City) (State) (Zip Code) has complied,with the requirements of Resolution No. 0:5 by payment of $ 44-7 L) representing C21 ;square feet.. AB 2926 FULL MMGATION School District Represents tifie Date "I tv Paid by Check # Remarks: Notice: You may protest the Imposition of the fen kb..tlfled above by subndftlng a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fen are paid. Failure to submit a timely written protest will'prphjbit you from cludlenging the Imposition of the ton In any court action. If, subsequent to the School DWtk;d Representative signing this Buns County Schools lnqmwt Fee Certification Form, the School District Is -I'll- bythe sWk - Local Planning Agency that this project Isbeing rwlewed under the Caltbrpla Environmental Ounilty Act (CEOAL this pr al c may be s~ to additional schooll fen to fully midgets. its Impact on the school dlstrletti schools. White (applicant), Yellow (building department), Pink (school district) feeform.xIs (10/03)dmm AND WHEN RECORDED MAIL TO. BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 C:C I:-*' Y of Document Recorded 09 -Aug -2004 2004-0048269 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT t to be Section 26-5 of the Butte County Code required thins; d orVindg en included within ran areazonedrfor agricultuto issuance ral 1 purpf a losesg, permit. The property described herein Is adjacent 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: Q� L ZO Nf* ,`jhR � sevF� S y 9-0 nc� 'p- A, s+, M.D�a. ll�rfia�( r "04 ✓� S�`�ti`,�s o�' Sas sl�eum--: on Date PROPERTY OWNERS: State of California County of .8/ 07 / & ` On Q la /a� 7 before me, /l'1Tiq,-t- V 1906LlC: perorally appeared CCrw /, iv `l . -,� /', , , , - bscribe � proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s),+sfare su hhey eyeCuted the same in to the within instrument and aEkn r signature(s) s on the inst�r�ument, the person(s) or the entity upon ¢behalf of which capacity(ies), and that by lrisfthe g ( ) the person(s) acted, executed the instrument. WITNESS my hand and official seal.A ���nn rANT NETmission # 1354868 G. FIORE TENNA Seal: Com Signature -1Notary Public - California Butte county i 0 My Comm. Expinm Jun 1, 2006 A.P. # ( f A/01 eC�,//.ll " a `�O' U � l PLAN REVIEW RESPONSE FORM In order to expedite the revie* of your plans, please complete the following information and return this form with your re -submittal this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a va response to every item requested in our plan correction letter. `By others'' is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. 1f`i. 1"9 h�� I Z PERMIT NUI %-- Z 9p PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: , a PLAN CHECK ITEM # RESPONSE BY: LOCATION ON P4ANS/CALCS: COMMENTS: 5- «` a PLAN CHECK ITEM # RESPONSE BY. LOCATION ON PLANS/CALCS: COMMENTS: �-• a PLAN CHECK ITEM # RESPONSE BY. LOCATION ON PLANSICALCS: COMMENTS: a 6 /"V /4/PLAN REVEEW RESPONSE FORM In -order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a va response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM.TO A COPY OF YOUR PLAN REVIEW LETTER AND RE URN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: Gcl f� //j S---1( --Cq c� ASSESSORS PARCEL NUMBER PERMIT NUMBER O'{ -- 03 z'�-- RESPONSE FOR PLAN CHECK LETTER UATEU: PLAN CHECK ITEM# RESPONSE BY: LOCATION ON PLANS/CALLS: COMMENTS: SC�jitG PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: ItIAe PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: e PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: e PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: C- FLAY REVIEW RESVUAih k U"J- In. order to expedite the review of your plans, please complete the following information and return this form with your re-submittai. this form is not complete, as 'to all correction items, we will not be able to accept your re -submittal for review. There must be a va response to every item requested in our plan correction letter. `By others' is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEWIE�7M AND RETURN WITH REVISED AND ORIGINAL PLANS. ASSESSORS PARCEL NUMBER OY ( RESPONSE FOR PLAN CHECK LETTER DATED AIT NUMBER O y-- O32. s- PLAN CHECK ITE M'# RESPONSE BY: LOCATION ON PLANS/CALLS: COMMENTS: COMMENTS: C� PLAN CHECK ITEM RESPONSE BY: LOCATION ON PLANS/CAL-CS: 3, s COMMENTS: �iv'Cci �-L COMMENTS: C� PLAN CHECK ITEM # RESPONSE BY. LOCATION ON PLANS/CALCS: COMMENTS: G COMMENTS: C� PLAN CHECK ITEM # RESPONSE BY: / LOCATION ON PLANS/CALCS: COMMENTS: C� } PLAN REVIEW MSPONSL FORM l. -n order to expedite the review of your plans, please complete the following information and return this form with your re -submittal this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a va response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. CO. /--A � 4 )RS PARCEL NUMBER 01-U-.?-FO-02"7 SE FOR PLAN CHECK LETTER DA' '�'- -ff - C) NUMBER 0 t-�- C)32--S-z-- PLAN ) 3z.s PLAN CHECK ITEM# / RESPONSE BY:�' / LOCATION ON PLANS/CALCS• COMMENTS: S -7(s 02 Y / /SQ. X �( 7-6, cel �►' S v Or� e• ` C PLAN CHECK ITEM �# ► RESPONSE BY: LOCATI,O�N� ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE Sr. LOCATION ON PLANS/CALCS: COMMENTS: LOCATION ON PLANS/CALCS: 0 0 RESIDENTIAL PLAN ° s,• REVIEW GUIDE o .: '3r, .• i,.: o SINGLE FAMILY, DUPLEXAND n_ _.� AOCELL4NEOUS ONLY Owner. Building Permit Number: (5 Plans Examiner: L1ACtA n A. P. Number: 0le-9 —0R 90 ErER.XL: Zoning requirements — (number of permitted living units). fans signed by the designer. roper description of work on the application . Existing violations on the property. Recorded notice of violation. Building permit valuation. PLOT PL .N: Complete parcel size and dimensions. l Setbacks. side yard, easements. etc. Other buildings or structures. Grading, fills andror drainage. Flood hazard. Special conditions on Parcel Map: itioise 0 SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal aid Rout_ and/or Federal Aid Secondary Route setback requirement. Building or utilides across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10°'0 of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum nes clear openable height dimension shall be 24". The minimum net clear openable width dimension sbari be 20'. When %indo%%s are prodded as a means of escape or rescue. they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this r section. Kitchens. halls, bathrooms and toilet compartments may have a ceiling height of not leas than 7 ket measured to the lowest proiection from the ceiling (Uniform Building Code section 310.6.11 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 is any dimension (Uniform Building Code section 310.6.2 & 310.6.3). FCl in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters a hich 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 ink a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedmom. or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Coda sectim 304.3). Garage firewall separation - required on garage side including supporting walls and posts (Uni =lr 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 — UhiC section 205 confined space & 223 unconfined space tit 304.2). Smok.- detectors (Uniform Building Code section 310.9.1). Pagel of 2 Water closet clearances (Uniform Plumbing Code 408.5). 'W Shover compartment minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). 17Bearing walls shall be supported on masonry or concrete foundations that shall be�of sufficient size to support all Ioa& (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced Wall line. Braced u -a panels must be in line or offset from each other by not more than 4 fat (UBC section 2320.11.3). Spacing shall not e%xed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1_) Braced call lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not oomph With the Uniform Building Code. This must include the designer's -wet" scamp, signatxire, i registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. ® Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to construct building. 6. 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. -=9= Garage door header size(s). 10. Porch header size(s). 11. 7jypical header size(s). 4Y Stud heights. gh expansive soil - special foundation design required- 4 equired4 ining walls requiring design. EG3lf psum wallboard nailing inspection required. the area below the lowest floor.is Myenclosed, than a minimumof two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans. . Electric, heating, ventilation, plumbing and air conditioning equipment and other ser% ice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. „CELLANTOUS ITEMS: mimay details - landings, rise and run. head clearance, handrails (Uniform Building Code section 1003). 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. 6" halls and stairways (Uniform Building Code section 1004.3.3.2). . T%v 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. . F responsible area requirements. UII.DING PERMIT REQLIREMEN'TS: 1. ❑ S1tA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprin1jers required 4. ❑ Special Inspection requirements. 5- ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Pzee -- , f COUNTY OF BUTTE AUDITOR - CONTROLLER ACCOUNTING TRANSACTION JOURNAL 91812004 TRANSACTION CODE: A-APPROP EXP. B-APPROP REV R -REVENUE X -EXPENDITURE FUND # or PROJECT ACCOUNT TITLE BUDGET ACCOUNT TASK TIC AMOUNT UNIT NUMBER NUMBER DEBIT CREDIT Development Services Treasury Cash 0010 101001 GL 68.39 Construct Permits 440001 4210900 GL 68.39 Impact Fees F1800 Sher Development Fees 1800 1011811 GL 68.39 Trust Obligations 1800 280 GL 68.39 DESCRIPTION: A To transfer applicant fees to the Sheriff for Cathy Papa. B See attached memo, dated 8/31/04 GL 136.78 136.78 page 1 of 1 8/31/2004 Prepared by: J.DODGE APPROVED BY: IJ - 268 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone , (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING TRANSFER OF FUNDS REQUEST ATTN. Janna Dodge - Please send J -Transfer via email to dlewellen6Dbuttecounty.net. Thankyou! ATR# DEPOSIT DATE 71152 2/3/2004 REQUEST TRANSFER FROM. FUND CODE DEPT. CODE ACCT. CODE CASH CODE AMOUNT 0010 '440001 4210500 101001 68.39 REQUEST TRANSFER TO: FUND CODE DEPT. CODE ACCT. CODE CASH CODE AMOUNT 1800 280 1011811 68.39 Additional Comments: Applicant: Cathy Papa — 04-0325 — APN. 041-290-085 These funds were deposited into the wrong account by error. Thank you, Diane Requested by: Diane Lewellen, Extn# 6869 ' dlewellen a,buttecoun. net Request Date: 812712004 i Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone , (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING TRANSFER OF FUNDS REQUEST ATTN. Janna Dodge - Please send J -Transfer via email to dlewellen6Dbuttecounty.net. Thankyou! ATR# DEPOSIT DATE 71152 2/3/2004 REQUEST TRANSFER FROM. FUND CODE DEPT. CODE ACCT. CODE CASH CODE AMOUNT 0010 '440001 4210500 101001 68.39 REQUEST TRANSFER TO: FUND CODE DEPT. CODE ACCT. CODE CASH CODE AMOUNT 1800 280 1011811 68.39 Additional Comments: Applicant: Cathy Papa — 04-0325 — APN. 041-290-085 These funds were deposited into the wrong account by error. Thank you, Diane Requested by: Diane Lewellen, Extn# 6869 ' dlewellen a,buttecoun. net Request Date: 812712004 Tuesday, August 10, 2004 Development Services BUILDING DIVISION Counter Alice Person Payment Date Permit Number Receipt Number Check Number or Cash Parcel Number Applicant Received From I Same Total Received — �1 , 858.84 Total Fees To Collect $1,85884 Notes: Ver. 1.0 Fund 10 (Bldg Permits) $1,815.84 SRA Fees (Fire) $43.00 SHR Fees (Sheriff) $0.00 SMIP $0.00 Copies/Document Sales $0.00 CUA (Chico Urban Area) $0.00 TUA (Therm. Urban Area) $0.00 Water Tender Min #= $0.00 West Chico Fire Station $0.00 Witness Fees $0.22j Recorders Fees (N.O.C) $0.00 Thermalito Drainage $0.00 Oroville Area Traffic $0.00 NSF (Non Sufficient Funds) $0.00 Notice of Violation $0.00 NCSP Trails System $0.00 NCSP Roads/Bridges $0.00 NCSP Storm Drainage $0.00 NCSP Fire Station $0.00 NCSP Parks Type = $0.00 Value $142,738.00 04-0325 1 MA1 7 041-290-085 LAST NAME FIRST NAME CONTRACTOR • CITY/CTY STREET NO STREET NAME CITY • ' • USE TYPE REMARKS'NEW SING LE FAMILY 25 char. max B`E PE EM MM VALUATION III FLOOD _ PLAN CHECK ACTlV1TY RECEIPT', PWZI. • APPLIED RECEIPT'2 ISSUED RECEIPT 3 RECEIPT Z4M!111111111 FINALED Plan Chk-1: Is Chkd By -7: ® Return Plan Chk-2: - Chkd By -2: ® Return -2c Plan Chk-3: Chkd By -3: ® Approved: Comments: 255 char. maz to Philo for structural review Plan check letter sent 4/12/04 -faxed to engineer..school form sent also to Philo for re -check of structural 6/2/04 index -new letter sent to owner (and school form) and faxed to engineer Str Chk-9+; is, Str Chk-2: Str Appr: 1 11 s1 S T R U C T U R A C A L C..0 L A T I O N S F .O_ _R PHIL & KATHY PAPA RESIDENCE VIEW LANE OROVILLE, CA 95966 MONTE J. 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Id— — / 72 � lr-O ZIZ—Zx -fl 2419 f� u ';C�/-c> Z /Z -?-, 42 ,e 6' yfTW . f '< xp �s !// #� % pC �fIT. *-!Z Op- ?3 IW T SHEAR WALL SCHEDULE - "DELTA" SYMBOL ON PLANS 1. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A/ B & C" BELOW. 2. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6/12". LSTA36 STRAP ON 1-2x EDGE ( KING) STUD TO STUD OR BEAM BELOW. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A/ B & C" BELOW. 3. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". MSTC28 TIE ON 2 - 2x EDGE STUDS TO 2 - 2x STUDS BELOW. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A / B & C" BELOW. 4. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". MSTC40 TIE ON 2 - 2x EDGE STUDS TO 2 - 2x STUDS BELOW. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A/ B & C" BELOW. 5. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 3"/12". MSTC66 TIE ON 4x EDGE STUDS TO 4x EDGE POSTS BELOW. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & G" BELOW. 6. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 1/2" DIA. A. BOLTS @ 72" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & D" BELOW. 7. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO BLOCKINGS W/ 16d @ 8" o.c. BLOCKINGS TO FOUNDATION PLATE W/ A35 @ 32" o.c. 1/2" DIA. A. BOLTS @ 60" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & D" BELOW. 8. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 1/2" DIA. A. BOLTS @ 36" o.c. OR 2 - A. BOLTS MINIMUM. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, D, E & F" BELOW 9. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 1/2" DIA. A. BOLTS @ 50" o.c. OR 2 - A. BOLTS MINIMUM. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, D, E & F" BELOW. 10.3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". SILL PLATE TO BLOCKINGS W/ 16d @ 6" o.c. BLOCKINGS TO FOUNDATION PLATE W/ A35 @ 18" o.c. 1/2" DIA. A. BOLTS @ 32" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ STB 16 A. BOLT TO FOOTING. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "B, D, E, F & J" BELOW. 11.3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". 1/2" DIA. A. BOLTS @ 24" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, D, E, F & J" BELOW. 12. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 3"/12". 2 - 1/2" DIA. A. BOLTS W/ 3x FOUNDATION PLATE OR 3 - 1/2" DIA. A. BOLTS W/ 2x FOUNDATION PLATE @ 3'- 0" PANEL AND 3 - 1/2" DIA. A. BOLTS W/ 3x FOUNDATION PLATE OR 5 - 1/2" DIA. A. BOLTS W/ 2x FOUNDATION PLATE @ 4'- 8" PANEL. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, D, E, F, G, H, I & J" BELOW. 13. PORTAL FRAME - 3/8" OSB OR PLYWOOD CDX WITH 8d @ 3"/12". 2 - 1/2" DIA. A. BOLTS W/ 3x FOUNDATION PLATE OR 3 - 1/2" DIA. A. BOLTS W/ 2x FOUNDATION PLATE @ EACH PANEL. PHD2 HOLDOWN ON 4x POSTS W/ SSTB16 A. BOLT TO FOOTING @ OUTSIDE EDGES ONLY. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, D, E, F, G, H & I" BELOW. NOTES: A. CONTINUE WALL SHEATHING DOWN TO THE FOUNDATION PLATE. B. CONTINUE WALL SHEATHING DOWN TO THE SILL PLATE ( RIM JOIST OR BLOCKINGS). C. CONTINUE WALL SHEATHING UNDER ROOF, STAIR OR DECK FRAMINGS. D. ALL 1/2" DIA. A. BOLTS SHALL BE EMBEDDED 7" MINIMUM AND ALL WASHERS SHALL BE 2" SQ. x 3/16" THICK. E. EXTENT A. BOLT OF HOLDOWN AS REQUIRED BY USING THREADED ROD & COUPLER NUT OF THE SAME DIA. AS THE SSTB. PROVIDE SOLID BLOCKING UNDER EDGE STUDS ALL -ALONG THE ROD. F. USE ONE SIZE GREATER SSTB A. BOLT WITH CONC. FOUND'S PLACED IN TWO POURS. G. USE 3x DOUGLAS FIR FRAMING ( MIN.) AT SHEATHING JOINTS (SPLICES). H. USE 3x OR 2x P.T. HEM FIR FOUNDATION PLATE WITH NUMBER OF NOTED A. BOLTS. PLATE -USE 2x P.T. PLATE AND DOUBLE THE NUMBER OF NOTED A. BOLTS. I. WHERE 3" o.c. EDGE NAILING IS REQUIRED, NAILS SHALL BE STAGGERED. J. USE SHEATHING EDGE NAILING TO STUDS W/ MSTC OR LSTA STRAP ABOVE. 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CIVIL • STRUCTURAL BY: T DATE: O� SHEET No. — OF Z.3 (530) 872-0254 FAX (530) 872-9331 ¢Oo 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. Z I,` !� �7W 1peeg, srz) F V/©/C,;!r Dvk---;e Asn r, ,e - /2-C) " 7F'� it 3 Cry, 717-ip ?3 ''p? be /10 - ___.A'- Psis — =.0�1�-1't/3r��1Zf,0�`c16�2t�r7 i/Z t./7 '�'osrs C/ Y r V 20 stv. �-e f2 CIVIL • STRUCTURAL BY: C — DATE: / OT SHEET N0. —� OF 23 (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE. CALIFORNIA 95969 CHECKED BY: DATE: JOB No. �orJ.y��oy.s 3P FLU EHOHEEM8 SMUVTUHZQL QQI CUL%cfl0M8 CIVIL • STRUCTURAL Q _ BY: DATE: � D/ SHEET No. � —/ OF '"% � (530) 872-0254 FAX (530) 872-9331 7 0�/ 5790 CLARK ROAD, PARADISE. CALIFORNIA 95969 CHECKED BY: DATE: JOB No. 7 7 /G' "_-- �� �0/2,9 D!/l ie /3)e, / .33'e /z,//3 17 )Itr 0/z,e. 2 K (l9/ t ¢) 4! Ole /2K. /, 33/Z = , lye J/�,r /7 � l• �/7 ,�'6' � , �� fid'/ 43F 330. ry C 0 f//,33fe �r- �w =, 4;?<?z 10112= 2, 7e6 .0. 4� /2 Cc z —..S'y =, 6'7/`tx/-F/2.-/,2il 133 Off. CIVIL • STRUCTURAL BY: 1` /DATE: SHEET No. / G' OF (530) 872-0254 FAX (530) 872-9331 �0 10 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. r off, SZ7/c r, C/f, e.,-- 4, = 33t? �� �rrCXrs C- Z yr 0- 3 3,p 4 V/ "-C7-3' 77 3¢'If7:/C�rv,�P- C-7ch`� /,rJsi L 2 - s PROJECT PAPA RESIDENCE JOB NO. 4009 DATE 1/2004 , CALL'S BY : FLT SUBJECT: CMU RETAINING - BEARING WALL ---------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL -.T (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): SLENDERNESS RATIO - h/t: AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF '0' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP):- . . AREA REINF. (IN -2) 'd,(IN) SIZE & SPA (IN) ---------------------------=-------------------- 0.095 5.35 #4 @ 25.3 MIN. VERTICAL REINF. - .12 a (IN^2): MIN. HORIZONTAL REINF. - .08 0 (IN^2): DESIGN REINF — VERTICAL: - HORIZONTAL: LEVEL 30 0 4,0 2500 1500 NO 250.00 0.00 1.41 / 8.33 6.83 7.6 • 135 12 < 25 84 0.70 0.19 0.51 5.07 0.74 0.109 0.073 16 32 EFFECTIVE RATIO OF REINF. - p: - MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATION OF DISTANCE - j: COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm•(PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET C-2 OF Z3 0.0023 25.8 0.292 0.903 7.598 196.43 < 250.00 12.22 < 20.00 COMBINED STRESSES @ WALL: .90 < 1.0 PROJECT PAPA RESIDENCE JOB NO. 4009 DATE 1/2004 CALC'S BY FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 3000 ALLOW. LATERAL BEARING PRESSURE (PSF): 400 FRICTION COEFFICIENT - Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 3000 PRELIM. FOOTING - WIDTH (INCHES): 9.42 - DEPTH (INCHES): 6.00 DESIGN FOOTING - WIDTH (INCHES): 12.00 - DEPTH (INCHES): 12.00 TOTAL GRAVITY LOAD - Pv (KIP): 2.38 - INCREASE OF ALLOW. SOIL PRESSURE (%) 0.0 ACTUAL SOIL PRESSURE - Q (PSF): 2385 < 3000 SLIDING RESISTANCE - Fr (KIP): 0.74 > 0.51 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET C—,? OF 23 GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE CALIFORNIA BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS. 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 12" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO CBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE (U.N.O.): 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT NON BEARING 2x STUDS & PLATES, 2x BLOCKINGS - D. F. STUD GRADE 6x MEMBERS - D. F. NO. 1 10. LAMINATED VENEER LUMBER (LVL) SHALL OF GRADE 2.OE STRUCLAM (SL) AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC. (ICBG REPORT NO. ER -5718) OR 2.OE PARALLAM (PSL) AS MANUFACTURED BY TRUS JOIST MacMILLAN (ICBG REPORT NO. ER4979) OR APPROVED EQUAL. 11. FLOOR JOISTS SHALL BE (TJI) AS MANUFACTURED BY TRUS JOIST MacMILLAN (ICBG REPORT NO. PFC-5676P) OR STRUCJOIST (SJ) AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC. (ICBG REPORT NO. PFC-5719) OR APPROVED EQUAL. 12. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE ( CLOSE GRAIN) REDWOOD. 13. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23 -II -H OF CBC - DIAGRAM CASE 1), U.N.O. 14. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23-11-B-1 OF CBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 15. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 16. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 17. ROOF TRUSSES AS DESIGNED BY OTHERS SHALL COMPLY TO LATERAL LOADING FOR SHEAR TRANSFER AS NOTED ON PLANS. 18. THE ULTIMATE COMPRESSIVE STRENGTH OF CONC. SHALL BE 2500 PSI MIN. IN 28 DAYS. 19. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 20. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. 21. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. r r e I � � C A L C U L A T I O N S R E V I S I O N S N O. 1 F O R PHIL & KATHY PAPA RESIDENCE VIEW LANE OROVILLE, CA 95966 MONTE J. PRATT DESIGN 5280 LOWER WYANDOTTE ROAD OROVILLE, CA 95966 V F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 F L Ir EUVUMEEWOM v CIVIL - STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 PROJECT: )5` f( /1�—' e& *'Col BY: f`77 77 DATE: " .10f SHEET No. � �` q0F CHECKED BY: YDATE: JOB No / / SUBJECT: ��SE=ri'�•��T /e;;- ipl,N' /. 9i�c_ CSG S, R C E. 32434 Reg. fxpire� G1Avc- A) — L, L . — -9/-/r -7 / z ylF oIi Fo�� s%`/¢'`per 3 y G / V, ry%/6� e !6 o�c,� ✓• 772 7� /Z:�©0n c,* 01-77,Z�� 7Z:7 ,1�7', . I F L 7 Emig V EEMma CIVIL • STRUCTURAL (530) 872-0254 FAX (530)872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 RMUC U vWLr,1L ML000MONS BY:DATE: SHEET No. /_2 OF CHECKED BY: DATE: JOB No.�� — 7V 0<?;1"2_ ;�'rfx G /Z,E t/ -- A.) - - dd'l� zojz =, ��' f%l 9fr7-, /-'3 D� � foo 9 SHEAR WALL SCHEDULE - "DELTA" S1.NIBOL ON PLANS REVISIONS NO. I I. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A/ B & C" BELOW. 2. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". LSTA36 STRAP ON 1-2x EDGE ( KING) STUD TO STUD OR BEAM BELOW. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A/ B & C" BELOW. 3. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". MSTC28 TIE ON 2 - 2x EDGE STUDS TO 2 - 2x STUDS BELOW. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A / B & C" BELOW. 4. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". MSTC40 TIE ON 2 - 2x EDGE STUDS TO 2 - 2x STUDS BELOW. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A/ B & C" BELOW. 5. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 3"%12". MSTC66 TIE ON 4x EDGE STUDS TO 4x EDGE POSTS BELOW. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & G" BELOW.. 6. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO RIM JOIST W/ 16d @ 16" o.c. RIM JOIST TO FOUNDATION PLATE W/ 3 - A35 ANCHORS. 2 - 1/2"' DIA. A. BOLTS MINIMUM. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "B & D" BELOW. 7. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO BLOCKINGS W/ 16d @ 8" o.c. BLOCKINGS TO FOUNDATION PLATE W/ A35 @ 32" o.c. 1/2" DIA. A. BOLTS @ 60" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "B & D" BELOW. 8. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 1/2" DIA. A. BOLTS @ 36" o.c. OR 2 - A. BOLTS MINIMUM. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, D, E & F" BELOW 9. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 1/2" DIA. A. BOLTS @ 50" o.c. OR 2 -A. BOLTS MINIMUM. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, D, E & F" BELOW. 10. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". SILL PLATE TO BLOCKINGS W/ 16d @ 6" o.c. BLOCKINGS TO FOUNDATION PLATE W/ A35 @ 16" o.c. 3 - 1/2" DIA. A. BOLTS MINIMUM. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ STB16 A. BOLT TO FOOTING. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "B, D, E, F & J" BELOW. 11. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". 1/2" DIA. A. BOLTS @ 24" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, D, E, F & J" BELOW. 12. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 3"/12". 2 - 1/2" DIA. A. BOLTS W/ 3x FOUNDATION PLATE OR 3 - 1/2" DIA. A. BOLTS W/ 2x FOUNDATION PLATE @ 3'- 0" PANEL AND 3 - 1/2" DIA. A. BOLTS W/ 3x FOUNDATION PLATE OR 5 - 1/2" DIA. A. BOLTS W/ 2x FOUNDATION PLATE @ 4'- 8" PANEL. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, D, E, F, G, H, I & J" BELOW. 13. PORTAL FRAME - 3/8" OSB OR PLYWOOD CDX WITH 8d @ 3"/12". 2 - 1/2" DIA. A. BOLTS W/ 3x FOUNDATION PLATE OR 3 - 1/2" DIA. A. BOLTS W/ 2x FOUNDATION PLATE @ EACH PANEL. PHD2 HOLDOWN ON 4x POSTS W/ SSTB 16 A. BOLT TO FOOTING @ OUTSIDE EDGES ONLY. WIDTH OF PANELS AS NOTED ON PLANS: SEE NOTES "A, D, E, F, G, H & 1" BELOW. NOTES: A. CONTINUE WALL SHEATHING DOWN TO THE FOUNDATION PLATE. B. CONTINUE WALL SHEATHING DOWN TO THE SILL PLATE ( RIM JOIST OR BLOCKINGS). C. CONTINUE WALL SHEATHING UNDER ROOF, STAIR OR DECK FRAMINGS. D. ALL 1/2" DIA. A. BOLTS SHALL BE EMBEDDED 7" MINIMUM AND ALL WASHERS SHALL BE 2" SQ. x 3/16" THICK. E. EXTENT A. BOLT OF HOLDOWN AS REQUIRED BY USING THREADED ROD & COUPLER NUT OF THE SAME DIA. AS THE SSTB. PROVIDE SOLID BLOCKING UNDER EDGE STUDS ALL -ALONG THE ROD. F. USE ONE SIZE GREATER SSTB A. BOLT WITH CONC. FOUND'S PLACED IN TWO POURS. G. USE 3x DOUGLAS FIR FRAMING ( MIN.) AT SHEATHING JOINTS (SPLICES). H. USE 3x OR 2x P.T. HEM FIR FOUNDATION PLATE WITH NUMBER OF NOTED A. BOLTS. PLATE - USE 2x P.T. PLATE AND DOUBLE THE NUMBER OF NOTED A. BOLTS. I. WHERE 3" o.c. EDGE NAILING IS REQUIRED, NAILS SHALL BE STAGGERED. •J. USE SHEATHING EDGE NAILING TO STUDS W/ MSTC OR LSTA STRAP ABOVE. � FLU II�� M �/���'j �j'����� II�� II�� M � U LSU E ll V �w1 � 11 V EE � � LI V �:.a! CIVIL • STRUCTURAL %— Q (530) 872-0254 FAX (530) 872-9331 BY: • DATE: SHEET No. /� `¢ OF 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. Tv �,® (Z, /Z F i CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R Project Title: Papa Home Run: 133 26 -Jun -04 Project Address: East View Lane Papa Home Oroville, Ca 95966 Building Title: Papa Home Building Permit # Document Author: Jake Finlay Telephone: 530-533-0487 Plan Check / Date Compliance Method: CALRES2 1.4.02 Field Check / Date Climate Zone: 11 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area: 2070 ft2 Average Ceiling Height: 81011 ft -in Building Type: SFD Single Family Detached Building Front Orientation: 90 deg (East) Glazing Area, % of Floor Area: 28.8% Average Fenestration U-Value:0.40 Average Fenestration SHGC: 0.25 Number of Stories: 2 Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL INSULATION FLOOR TYPES AND AREAS Construction Type ------------------- Cavity Sheathing Exterior Conditions/Descripti Non-Slab 1457 Component Insul Insul Total Assembly 0.26 Type --------------- R -value R -value R -value U -value Location/Comments Door -------- 0 -------- -- -------- 3.03 -------- 0.330 ----------------------- Outside Wall 19 0 15.38 0.065 Outside Wall 19 0 15.38 0.065 Outside Wall 19 0 15.38 0.065 Outside Wall 19 0. 15.38 0.065 Outside Wall 19 0 15.38 0.065 Outside Wall 19 0 15.38 0.065 Outside Ceiling 38 0 41.67 0.024 Attic Floor 30 0 35.71 0.028 Crawlspace FLOOR TYPES AND AREAS Construction Type ------------------- Area (ft2) ------------ Conditioned? -------------- Exterior Conditions/Descripti Non-Slab 1457 Yes ------------------------- Crawlspace FENESTRATION Type/Orientation Window South Window West Window North Window East Area Fenestration Fenestration (ft2) U -factor SHGC ----- ------------ 287.7 ------------ 0.40 0.26 184.3 0.40 0.26 75.0 0.40 0.26 49.0 0.40 0.26 Exterior Overhang Shading and Fins BugScrn None BugScrn None BugScrn None BugScrn None ti CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: ----=----=---------------------------------------------------------------------- -------------------------------------------------------------------------------- Papa Home Run: 133 26 -Jun -04 THERMAL MASS` Area Thick Type Cover (ft2) (in) --------- -------------- --- ----- None HVAC SYSTEMS Type Efficiency -------------------------- ---------- Furnace 0.92 AFUE Air cond. - central split 12.00 SEER HVAC DISTRIBUTION EFFICIENCY DETAILS Location/Comments --------------------------------------- Refrigerant Charge and Airflow TXV N/A No Distribution System Location and R -value Attic R-4.2 Attic R-4.2 Duct Leakage Supply Target Duct Surface RCCA Manual D (leakage cfm/ System Name Area Design o of fan cfm) Fan CFM ------------=------------------------------------------------- CEC_100oR4.2 559 No n/a 1449 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type ------------ Heater Name Heater Type Htrs Factor (gal) -------- Gas.62EF Standard ------------ GAS.62EF ----------------- Storage gas ---- 1 ------ 0.62 ------ 50 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove System Name fraction boiler? -----------------------=----------- Gas.62EF -- No SPECIAL WATER HEATER/BOILER DETAILS Rated Water Recovery Input Heater Name Efficiency AFUE (kBtuh) GAS.62EF 760 -- 36.00 HYDRONIC DISTRIBUTION AND TERMINALS Wood stove boiler pump? ------------- No Pilot Standby Tank Light Loss R -value (Btuh) -------------- ------ Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: Papa Home SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: Ceiling. 2. Cooling duct register location: Ceiling. Run: 133 26 -Jun -04 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the 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, and Notes section. DESIGNER OR OWNER Jake Finlay Monte J. Pratt Design 5280 Lower Wyandotte Rd. Oroville, Ca 95966 (530)533-0487 Certification #: DOCUMENTATION AUTHOR Jake Finlay Monte J. Pratt Design 5280 Lower Wyandotte Rd. Oroville, Ca 959566 530-533-0487 0 267 - D Si ed Dat S -gned Date ENFORCEMENT AGENCY Name: Title. Agency: _ Telephone: Signed Date I COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: Papa Home Run: 133 26 -Jun -04 Project Address: East View Lane Papa Home Oroville, Ca 95966 Building Title: Papa Home Building Permit # Document Author: Jake Finlay Telephone: 530-533-0487 Plan Check / Date Compliance Method: CALRES2 1.4.02 Field Check / Date Climate Zone: 11 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 18.04 Space Cooling 11.52 Water Heating 12.76 Total ------ 42.32 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: BUILDING ZONE INFORMATION Proposed Design --------------- 16.22 14.42 1.0.80 -------- Complies 41.45 Yes 2070 ft2 8'0" ft -in SFD Single Family Detached 90 deg (East) 28.8% 0.40 0.25 1.00 2 Raised floor 1 16560 ft3 Floor Vent Zone Area Volume Thermostat Height Name (ft2) ( f t 3) Type Type (ft) ---------------------------------------------------- ------ HOUSE 2070 16560 Conditioned CEC_Standard 810" OPAQUE SURFACES Surface Area U- Insl Type (ft2) factor Rval ---------- ------ Zone = HOUSE 0 ------ ---- Door 20.0 CEC_30-Wood Outside Door 40.0 15 270 Wall 118.0 W19.2x6.16 Outside Wall 121.3 15 180 Wall 0.5 W19.2x6.16 Outside Wall 351.9 15 225 Wall 68.0 W19.2x6.16 Outside Total Tru Slr Construction Rval Azm Tlt Gns Type Location/Comments ----- --- --- ---------------------------------- 0.330 0 3 180 90 Yes CEC_30-Wood Outside 0.330 0 3 0 90 Yes CEC_30-Wood Outside 0.065 19 15 270 90 Yes W19.2x6.16 Outside 0.065 19 15 180 90 Yes W19.2x6.16 Outside 0.065 19 15 225 90 Yes W19.2x6.16 Outside 0.065 19 15 0 90 Yes W19.2x6.16 Outside 0.065 19 15 315 90 Yes W19.2x6.16 Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: Papa Home Run: 133 26 -Jun -04 OPAQUE SURFACES continued Surface Area U- Insl Total Tru Shade Slr Construction MBED Type ---------- (ft2) ------ factor ------ Rval ---- Rval Azm ----- --- Tlt --- Gns --- Type ------------ Location/Comments Wall 485.2 0.065 19 15 90 90 Yes W19.2x6.16 ------------------- Outside Ceiling 2019.0 0.024 38 42 -- 0 Yes R38.2x4.24 Attic Floor 1457.0 0.028 30 36 -- 180 No FC30.2x10.16 Crawlspace PERIMETER LOSSES Perimeter Length F2 Insul Type (ft) Factor R-val None FENESTRATION SURFACES Fenestration Fenestration Name -------------- Type ------ Zone = HOUSE Shade MSHWR Window MBED Window FDOOR Window FRENCHBEDTOP Window SLTOP Window SLIGHT Window SLIGHTL Window LIVINGBOT Window LIVINGTOP Window ALVINGBOT Window AKITBOT Window ABRMTOP Window ALVINGTOP Window LLVINGBOT Window LLVINGTOP Window KFRENCH Window LBRMTOP Window KITCHEN Window RBRMTOP Window RDRGLZ Window LAUNDRY Window REARSPA Window REARDRTOP Window REARSTAIR Window UPBATH Window STAIR Window RIGHTSPA Window MBEDRIGHT Window Insul Depth (in) Location/Comments Fenestration Exterior Shade Over- Area --------------- Tru ----------------- hang (ft2) ----- U -factor --------- SHGC ------ Azm --- Tilt ---- Type ---------- SHGC ------ /Fins ------ 4.5 0.40 0.25 180 90 BugScrn 0.76 None 24.0 0.40 0.25 180 90 BugScrn 0.76 None 20.0 0.40 0.25 180 90 BugScrn 0.76 None 33.3 0.40 0.25 180 90 BugScrn 0.76 None 12.0 0.40 0.25 180 90 BugScrn 0.76 None 10.0 0.40 0.25 180 90 BugScrn 0.76 None 10.0 0.40 0.25,180 90 BugScrn 0.76 None 59.3 0.40 0.25 180 90 BugScrn 0.76 None 40.0 0.40 0.25 180 90 BugScrn 0.76 None 44.5 0.40 0.25 225 90 BugScrn 0.76 None 15.0 0.40 0.25 315 90 BugScrn 0.76 None 15.0 0.40 0.25 315 90 BugScrn 0.76 None 30.0 0.40 0.25 225 90 BugScrn 0.76, None 59.3 0.40 0.25 270 90 BugScrn 0.76 None 40.0 0.40 0.25 270 90 BugScrn 0.76 None 40.0 0.40 0.25 270 90 BugScrn 0.76 None 15.0 0.40 0.25 270 90 BugScrn 0.76 None 15.0 0.40 0.25 0 90 BugScrn 0.76 None 15.0 0.40 0.25 0 90 BugScrn 0.76 None 3.0 0.40 0.25 0 90 BugScrn 0.76 None 9.0 0.40 0.25 0 90 BugScrn 0.76 None 16.0 0.40 0.25 0 90 BugScrn 0.76 None 8.0 0.40 0.25 0 90 BugScrn 0.76 None 9.0 0.40 0.25 0 90 BugScrn 0.76 None 9.0 0.40 0.25 90 90 BugScrn 0.76 None 9.0 0.40 0.25 90 90 BugScrn 0.76 None 16.0 0.40 0.25 90 90 BugScrn 0.76 None 15.0 0.40 0.25 90 90 BugScrn 0.76 None COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: Papa Home Run: 133 26 -Jun -04 ---------------- OVERHANGS Fenestration -------------------------- Length Height Left Right Name Width Height 'H' 'V' Extension Extension ------------ ------ ------ ------ --------- --------- --------- None FINS Left Fin Right Fin Fenestration Dist Dist -------------------------- Fin Fin Ht from Fin Fin Ht from Name Height Width Depth Height 'V' fenes Depth Height 'V' fenes ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ---- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ -------------------------------- None HVAC SYSTEMS Refrigerant Minimum Charge and Equipment Duct Location System Name System Type -------------------------------------- Airflow TXV Efficiency and R-value Zone = HOUSE . ----------- ---------- ------------- GasFur.92 Furnace N/A 0.92 AFUE Attic R-4.2 Acsplit12 Air Gond. - central split No 12.00 SEER Attic R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target Duct Surface ACCA Manual D (leakage cfm/ System Name Area Design o of fan cfm) Fan CFM --------------------------------------------------------------- CEC_100oR4.2 559 No n/a 1449 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Papa Home Run: 133 26 -Jun -04 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) =----------- -------- ------------ ----------------- ---- ------ ------ Gas.62EF Standard GAS.62EF Storage gas 1 0.62 50 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? Gas.62EF -- No No .SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) GAS.62EF 760 -- 36.00 HYDRONIC DISTRIBUTION AND TERMINALS Pipe System/Name Type Number run (ft) None SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct .,register location: Ceiling. 2. Cooling duct register location: Ceiling. Pipe Insul Insul diam (in) thck (in) R-value ---------------- e MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Pa e I of 2) MF -IR 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 as minimum component performance specifications for the mandatory measures whether they arc shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: §150(1): Minimum R-19 ceiling insulation. I . § 150(b): Loose fill insulation manufacturer's labeled R-Valuc. • § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -Factor in metal frame walls does not a I to exterior mass walls . • §150(d): Minimum R-13 raised floor insulation in fianud floors. § 1500) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no reatcr than 2.0 ern/inch. § 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors, and Infiltration/F.xriltmtion Controls I. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U -Factor, certified Solar Ilea! Gain Coefficient (SH(;C), and infiltration certification. 3. Exterior doors and windmvs weatherstripped; alljoints and penetrations -caulked and scaled. I50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(0: Special infiltration barrier installed to comply with § 151 meets Commission quality standards. § 150(e): Installation of Fireplaces, Decoranve Gns Appliances and Gas I-ogs, 1. Masonry and faclory-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 buming gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: § 1 l0-§ 1 13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(h): Heating and/or cooling loads calculated in accordance with ASTIRAE, SMACNA or ACOA. § 150(i): Setbnck thermostat on all applicable heating antUor cooling systems. § 1506): Pipe and tank insulation I. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped will, insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater lank, non -recirculating systems,`insuInled (R-4 or greater) 3. Back-up tanks for solar system, unfired storage ranks, nr other indirect lint water tanks have R-12 extemnl insulation or R-16 combined internal/external insnlntion. 4. All buried or exposed piping, insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55" F insulated. 6. Piping insulnted between hearing source and indirect hot water tank. ,{atilinry A Iii,11 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R 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 as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Nater cleating and Plumbing System Pleasures: (continue(]) • §150(m): Duels and Fans _ — -- -- -- I. All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601, 603, 604, and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of tit. 181, UL 181 A. or ( ll. 181 B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mrsh.or tape shall he used. Building cavities shall not be used for conveying conditioned air. Joints and scams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have back draft or automatic dampers. 3. Gravity ventilating systems serving condilioned space have either automatic or readily accessible, manually operated dampers. § 114: Pool and Spa Heating Systems and Equipment. I. System is certified with 78% thermal efficiency, on-off swilch, weatherproof operaling insu'uctinns, nn electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for (inure 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 contintiouily burning pilot light. (Exception: Non -electrical cooking tipphinces with pilot < 150 Btu/hr Lighting Measures: § 150(k) I.: 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 bya switch on a readily accessible lighting control panel at an entrance to the kitchen. § 150(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the mom or 'one of the altemntives to this requirement allowed in § 150(k)2.; and recessed ceiling fixtures are IC insulation cover ap2roved. .lAllliary 4. 7001 S �S -YS A . V4 oc�'(� �.00 Al' o N S � b) Sri- w►�u-s h� sr� Www l vNp� cAN . � to 5d� PA-0*2 I,uN U NVx!'1 I�i2o v (✓J C^ J v 1 v)e AN A -v) vl t TZ oA/A-L- G° M WLR S �.\j 1 o� V2ocvM NT,A n� '� � 4 L i/A N Tt�&"O�- Fa N1 � A�- CDNh —e� 12rJN �l 1 Z Ila/° ../I Vu ST► N � YJISCuSIC� r./«� S�� � • KOS f Job TrussTruss Type Qty Ply WISTERMAN Installed and loaded vertically. Applicability of design parementers and proper incorporation of component is responsibility of building designer • not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 811263230 WISTER F21 MONO CAL HIP 1 1 G (optional) •.. — •..•••..•. , ---, ---- I.— I —., . ..... , , .— ,..,, on rrwuunas, inc. vvuu rau vy c w:v r:w &vvY raga c LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.15 Uniform Loads (plf) Vert: 1-3=-54.0,3-11 =-101,8,2-12=-37.7 Concentrated Loads (lb) Ven: 3 =-243.0 +;A Wamleg • Verify dsaign parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE be � 0 i Design vafid for use only with MrTek connectors. This design is based only upon parameters shown, and is for an individual building component to Installed and loaded vertically. Applicability of design parementers and proper incorporation of component is responsibility of building designer • not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the i responsibillNy, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance i regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, OSS -89 Bracing Specification, and HIB -91 �p I Handling Installing and Bracing Recommendation available from Tnrss Plata Institute, 5a3 O'Onohfo Orive, Madison, WI 53719 G June 14, 2004 Cathy Papa 69 Jasmine Ct. 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: 041-290-089 Building Permit Number: 04-0325 Thank you for re -submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. N -'/STRUCTURAL COMMENTS: Your energy calculations are incorrect. The glazing areas are incorrect. For example, I find at least 179 square feet of window and door glass on the front of the house. The calculations say 49. Please revise the calculations so they match the plans in glazing area and square footage. The energy calculations were not checked previously because of the basement issue. ST CTURAL COMMENTS: I( Provide adequate support for the 5.8 kip and 6.4 kip HG3 girder truss reactions. The post supporting the rear HG3 reaction is in the wrong location on the first floor plan and the footing is shown in the ..^rong location on the foundation plan. e e 4"x8" P.T.D.F. floor girder shown on the foundation plan that supports the first and second floors appears to be overstressed. Please revise and provide supporting calculations. r( ide support for the 13/4"x9%z" PSL (FB -3) beam reactions that support the second floor framing. 1/ Please have the engineer or the truss manufacturer address all truss notes that require special hangars /r S� ri connections to be designed by others. 0NUr �IAV4r 1 ,lp �SpM The roof framing portion of section A -A is incorrect. Please revise this section so it agrees with the roof framing plan and the truss layout. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Plans Examiner M Frank Tyukos, P.E. Philo Hunt, P.E. Plan Check Engineer 1 of 1 April 9, 2004 Cathy Papa 69 Jasmine Ct. 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: 041-290-089 Building Permit Number: 04-0325 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL CONMIENTS: Your basement does not comply with the building code. An egress window (which meets all egress requirements) directly to the outside is required. (Section 310.4, CBC) ,io (6If this room is to be finished, it requires adequate natural light and ventilation. Also, the energy calculations must include this area, and it must be heated.f-lo 6c"�� If it will remain unfinished, no electrical will be allowed except for 1 switch -controlled light, no interior wall covering, etc. Natural light and ventilation will not be required at this time, but the egress window is still required. Whether it is finished at this time or not, school fees will apply. m You do not have an adequate landing at the stairs iu the laundry room. ` our stairs at the basement do not comply with code. They must be at least 36 inches wide, even at the winders. Show the location of the water heater on the plans. �jShow the location of the furnace on the plans. If it is in the attic, provide a truss detail that allows the load. ave calculated the square footage as follows: the first floor is 1537 square feet, the second floor is 875. The basement is 208 -square feet. Please put all header sizes on the plans per the calculations. rovide a complete cross -sept ion through the portion of the house that includes the basement Vhd dumbwaiter. w oe Owow how you will achieve the fire resistive construction required for the dumbwaiter. All openings into this shaft shall be protected by not less than a self-closing solid -wood door 13/8 inches thick or equivalent. (Section71 l .6) Sg-RUCTURAL COMA/MNTS: 1. rovide adequate support for the 5.8 kip and 6.4 kip HG3 girder truss reactions. 1 of 2 lease have the engineer address all truss notes that require "design by others." Please show the porch roof beams that support truss M1 on the roof framing plan. Note M1 spans 5 feet. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson ' Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Frank Tyukos, P.E. 2 of 2 P Y �__:_ __ ni it -- _ _ i�t�� --- --- III II -__ II __ II _. _ - __ -- II �� -' ill 11 -- II __ P Y AUG 29 ✓ SITE PLAN REVIEW APPLICATION Date: - --d AP# Permit Number (it applicable C> L' — X32-- • APPLICANT NFOR a !ON i ti� ► � � � Parcel Size: Owners Name- Owners Address: Telephone No.:��� Situs Address:40. 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 • tion -residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic , ❑ Agricultural Exempt Building ❑ Other: • ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Well Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVEL0P5fEiVT SERVICES INFORMATION (For Staff Use) - ❑ Approved 11 Conditionally Approved ❑ Site Plan Stamped Approved ❑ Resolve Problems Prior to Approval L ByDate 8 —` Lg,- ©f-- Page i of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: • ❑ Snow Load Area: - ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attacheld) • Flood Zone: I X p� • Flood Panel No.: D - MSC. Index Date: 6' ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamatioa,Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requkernants) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) 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 drag -n on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. DnO� 7 ni G Zoning Code Streets & Highway's Fire Prevention Shbdivision Map Front SDG L Side Side Street Rear � 3� Height Waterway I N/A N/A N/A ❑ Setbacks drag -n on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. DnO� 7 ni G f t i --Applicable Development Fees: Standard Fees Amount Formula ❑ Fire • ❑ School' ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSNCSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other 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 • Deeds: Date of Creation: 20 -'� 4 Legal Access Provided: []No ® Yes Deed of Reference: 23 1 — `3D (n Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ® No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: C 2C.r-t-SD 33y (4, O ® Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ 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: Book: Page: • Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed 'in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ 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 orr qualified professional and be submitted to and approved by the Department of Pec 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. ❑ Nleasures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. • ❑ Class A roofs are required. Page 4 of 5 o � . ------------- • El . ------------ o � . ------------- • Summary of Specific Requirements: ' This information provided in this summary is based on the application information and on the best available data at the time of review. C.wly Doeumen&B-itiding Permit Site Plan ReviewI -doe Page 5 of 5 a . a Summary of Specific Requirements: ' This information provided in this summary is based on the application information and on the best available data at the time of review. C.wly Doeumen&B-itiding Permit Site Plan ReviewI -doe Page 5 of 5 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN 1 ACREI Project Title: I'a Mg., l ul I dl S tc By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board an&that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to 'the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: L.G� Title: Date: L" BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERIT NO. A6 D -Ne Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. �, Q — 8 -a9 ZONING OWNER , PHONE NO.' OWNER'S AIJDRESS Ic n.� 6 1 c 6 1 J OF BUILDING I��rLOCATION LUUSE OF BUILDING I SIZE OF STRUCTURE 2 J 'X'= SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVE ING FLOOR TYPE ,, C061 Gi2L° ESTIMATED COST OF CONSTRUCTION $ � o AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as ollows: FRONT 5"5 1 © �'" "� SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23, feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply /wi1 t r ents,ct at that time and before occupancy. Date -'� r d Signature of Owner Permit Ike - $60.00 The above described AG Buildinq is exemD,t from a Receipt No. Manager Building Division `9��i2 BY Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod —Applicant s Assessors Parcel Number: ❑ ❑ ❑ — ❑ ❑ ❑ — 000 Scale: 1" _ _--- Owner Name Address / Phone No. Site Location Phone Octabw 23.2003 FOR OFFICE USE ONLY vKVvlut rumALL ADJACENT PARCELS Zoning: SIZE (AC): General Plan Desig: ZONING: GEN PLAN: Size, Acres USES: a.0V 8 1 244r 4• / SO• 4'-10• o + BEDROOM CONY f \ \ t BATH 0. 9 2050 Ot N BELOW CLOSET I �•� CLOSET ,F S BALCONY13'0'xSLO, 2M \ I§ m I \ \BEDROOM f I a I I \ 8=71•X11 -10' SgI N 1\I \ OPEN BELOW a I / \ iB=3"x17-0•� \ � \ X --- b. \ sm \ /APPROVED s•e k 134 10.3 LIVING AREA Butte County 2W-10• 569sqft Environmental Health Dat Signature K^l� i N 8 1 244r 4• / SO• 4'-10• o + BEDROOM CONY f \ \ t BATH 0. 9 2050 Ot N BELOW CLOSET I �•� CLOSET ,F S BALCONY13'0'xSLO, 2M \ I§ m I \ \BEDROOM f I a I I \ 8=71•X11 -10' SgI N 1\I \ OPEN BELOW a I / \ iB=3"x17-0•� \ � \ X --- b. \ sm \ /APPROVED s•e k 134 10.3 LIVING AREA Butte County 2W-10• 569sqft Environmental Health Dat Signature • N ` 6•-6• r4' 6'-0' 17-6• 1 V-4' Y 9'-0' '•Y 11• 6'4• 4•-0' 1DECK 33'5"x44'50 ._.y: — — — — PANTRY f " % L — — s-0•x9-0• �uee m mae KITCHEN O.. O / O o I " b 'LAUNDRY 3v } 8=11•Xa=,f• MASTERBATH 6c7•x12=7• BATH Up ^vz I m �����ddNB � � = UP mITTI WmCLo�r CLOSET p a to ti �- ENTRY. MASTER BDRM LIVING 10'3"x 16W ' CLOSET / •13=0•x,7=6• \ ' : 18=3•x17-0' / / ,4 E iib MM 6 fine"I,L 6'-0• T-0' 6'-8' 19'-f 0• 6' '�C 14'-Y LIVING AREA ' . 1400 sq R Environmental Health JAN 3 0 2004 7 County Center Drive Oroville, Ca r tltl 5 .► x i DUftFn 1 70 F f Hill , ri1�'iL t�C erry C A J Feather Falls - 7K Eo lf� w JA o ... ,s ii 2 R -P1l10 t -gangQ"i ' Feil IMS GDT. Inc.-3<InC13< 7' `�=h •' "`"-` WIN { PHILIP and CATHLEEN PAPA 180 VIEW LANE OROVI LLE, CA 95965 (530) 534-9057 AP N# 041-290-089 1.1 KW PHOTOVOLTAIC ARRAY ru 18 DEGREE COMP SHINGLE ROOF FLUSH MOUNTED p � " ,6 0 (8) SHARP 167 MODULES (1) SWA 18000 -SBD INVERTER BUTTE COUNTY R+UILDING DEPARTMW PPR40V EAP ti 1 PROPERTY F SUN POWEF ONFlDENTIAL T IS DRAWING At °ORMATION CONTAINED HEREIN tX6LU6VE-PROPERTY OF SUN Wb SHALL NOT BE PMISHF SED I,N V�IHOLE OR IN PAIS PR WRITTEN PERMISSIONf°OF A C SUN POWER & GEOTHDRMAL E 0 ;EOTHERMAL ENERGY CO., INC:i DATA DESCRIPTION, AND OTHER )NSIDERED-AS PROPRIETARY AND 2 & GEOTHERMAL ENERGY CO., INC. )UCED COPIED, DISCLOSFp, OR I)RPOSE WITHOUT THE EXPRESS ITJiORIZED REPRESENTATIVE CO., INC. ALL RIGHTS RESERVEp. 1N. R.0 Iil1R WL 1 ISSUE 3/76/65 O Q Q O a az W' 1 1 L Z Z t!) OQZQI� 0 � co 0) w a a Uy J > u7 J > �. w a 2 co a w 0 ch u PHOLOP and CATHLEEN [PAPA 1.1 KIN PHOTOVOLTAOC ARRAY PROPERTY LINES and PV LAYOUT APN# 041-290-0139 SCALE: i' = V PROPERTY ONES rING IMPANEL RAGE IMP ;RVICE STING 243TORY RESIDENCE PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. Z 0 H Q U 0 J Q W Q rn = rn H O Q W Q V o W Z c LL --ji 9) M a r� > � a.(Lo)0Lc) 2 x c , , 1 I 1 f .r t t1 � t a. � I , , 1 I 1 I f l t1 � jt ! a. � I or) M =r' Irt !r a. I i t1 � { 1 rte, iL Liz t. s" �4t' ry •_ r ! i ro i� r �. If a r ej n fn r cd ,f \,t U lii f7' ,_- n r = V AW. ,it �j ' G� r C� -- .� D • l 7f m J t O G Li-m��nr IIcr ~ljC}� r— _ f —r-1 -- i,l � •� TTn \ j DFi �J ' r..__ *' �_' 1 } I • . 1 ! I 'yf ' I .�iiG'� .'lr _ _j (8) SHARP 167W PV MODULES PORTRAIT ORIENTATIQN oar \ O H Q U O J as UJ ZQ�m o =_ul } �- ° Q U o 2W Q W Y Z Ld o T ROOF PLANE LAID FLAT FOR Wa. c U J LoM ACCURATE MEASUREO J < O o (ACTUAL ROOF SLOPE: 18 DEGREES) _ C.0 w cn d a rn O P •e ` fjA i. T PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. 4 r n I J 1 � i / I 1 i 1 tt r , ^ IV CMC 8' PAPA 1.1 KW PV ARRAY FLAT DIMENSIONS @ 3/8" = 1' SCALE 2' YELLOW LINES REPRESENT RAFTERS: 2" X 6" @ 24" O.C. 29' V MODULES URAL CHANNEL MOUNTS MODULE CLIPS PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. �, „� oar � MOM Z O Q U O J aQ w12�o N U Q r Q W Y Z_ V o 4 W c m rn W --Ji > c)a Lo 2 cox c a a rn O I I , w k) W rt':SCl a , i Al a tr O =il�SrC' - F- "n MQ ' 10 goo ra `= N Ir amjsnNiq rr �+ (Z Jit . QCIA Lrl rt Cr R p S" ': t Q J f� mJ a0� ff)E=t7 ` � r 1 � q to orn�cQ�. T lf1 O zJ=4¢ < Nip obi t t ITI q N rn t t��t h m t. m Qrn mn 0. - —i } t% o0 Nm I-ap m Clq Woz aU�� in) `-a-, a CO f o� :iA0ITADO,J13i3OWO YT93ROF1q AgA9 Y''TAX hrta J1N9 1 i ' �- ,� RU03 3►.W2AL ae _ ! 88e%:�09 AD ,3JJ1VOgO ,-.TI Id Qvjil (rYU1Il Y?AJ .'A?,' f f (n I r � � SGI��-%�1G t�EG} �ttSt.-('cr•:1t 1 I ' SHARP 167W PV MODULE STAINLESS MODULE CLIPS B22 STRUCTURAL CHANNEL FLUSH ROOF MOUNT (LOW-RISE) PAPA 1.1 KW PHOVOLTAIC ARRAY STRUCTURAL MOUNTING DETAILS SCALE: 3" = 1' COMPOSITION ROOF 2" X 6" RAFTERS (24" O.C.) \ PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. 8" X 4" LAG SCREWS (TYPICAL) CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND B22 STRUCTURAL CHANNEL THE EXCLUSIVE PROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR (RISER BLOCK) USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. TI. R fil1R W C 1 ISSUE 3/16/05 Z 0 F- 0 O J QLo W Z Q rn a. } D rn O H0U n w � Z uj o °' LLJ J ( a N u 2 � it c a n.rn0L (8) SHARP 167W PV MODULES (8) SHARP 167W PV MODULES IN SERIES PER MODULE: MAXIMUM POWER: 167 W MAX POWER VOLTAGE: 23.5 V OPEN CIRCUIT VOLTAGE: 29 V MAX POWER CURRENT: 7.1 A SHORT CIRCUIT CURRENT: 7.91 A (8) STRING TOTAL: TOTAL OPEN CIRCUIT VOLTAGE: 232 VOLTS TOTAL MAX POWER VOLTAGE: 188 VOLTS TOTAL SHORT CIRCUIT CURRENT: 7.91 AMPS TOTAL MAX POWER CURRENT: 7.1 AMPS SUNNYBOY SMA 1800 INVERTER PEAK TRACKING VOLTAGE: 156-350 V DC DC INPUT VOLTAGE: 156-400V DC MAX AC CURRENT: 15 A MAX DC CURRENT: 12 A INVERTER EFFICIENCY: 93% CEC 1. ALL WORK PER CEC 690 2. ALL DISCONNECTS TO BE CLEARLY LABELED AND WITHIN SIGHT OF EACH OTHER 3. INSTALL A PERMANENT, RED -ON -WHITE, SIGN ON OR ADJACENT TO THE MAIN SERVICE PANEL WARNING THIS BUILDING SUPPLIED WITH ALTERNATE POWER SOURCE. DISCONNECT IS LOCATED WARNING!! ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS ON BOTH LINE AND LOAD SIDES. - MAY BE ENERGIZED. 1) #10 #10 RHW-2 METER 100 AMP MAIN SERVICE DC DISC CUTLER HAMMER NON-FUSABLE LOCKABLE 30 AMP 600V DC DH261UDK POINT OF CONNECTION. THE OUTPUT OF A PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 690.64(A) OR (B). - 2 POLE 20 AMP EXERIOR UTILITY PV BREAKER MAIN HOUSE GROUNDING SYSTEM #10 THHN (2) #10 THHN (1) #10 GROUN AC DISCONECT LOCATED WITHIN 10' OF MAIN SERVICE PANEL SMA 1.8KW SUNNYBOY INVERTER 120V AC U L#1741 z _O �4. f rki; AC DISC CUTLER HAMMER NON-FUSABLE LOCKABLE 3R 2 -POLE 30 AMP 240 VOLT DG 221URB 0 z D c� O PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. z 0 H O Q J az g LU Z w o Oaz< J U g U o Wa_w='Ln c a O 0 O w as'-0�- _co w co N � � n i < O00S 11 (rl M ,U r `7 <h3 a S MN�s �- Q G �" Mamm�:rn � g" 2 ^� t1 C7 L <t CJ rm 'N scao rn Kl= �5' I 'c"ma '�[� 17 M Q > 00rr fru•. e : �_ 5 rrt ni cc) Q Q Q rri� m ; A._ A- ea j rA M C`J CV) C7 • co ,r m > CA s 0 S Q M M f jjc dam D © 0 , . 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