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024-140-023
CONV AG BLDG TO \\F 8/2/44 24-14-23 TONT & KATHY GALLARDO 113 HigginsAve, Gridley PErmit#72-87A CAgricultural Bldg Exemp) rGALLARDO, 0-023' PE IT#94-2708 MARGARETp-/GGINS AVE. GRIDLEY A' / 7�AG TO SF & STG C Q9 W® 024-140-023 +05-2409 JOHNSON 113 HIGGINS AVE,;GRIDLEY Cont: OWNER PK* RE ROOF � *fl 024-140-023 05-2899 GRINING, JENNIER 113 HIGGINS AVE, GRIDLEY Cont: LIGHTNING ELECTRIC ROOF,MOUNT SOLAR SYSTEM — Fllj4 — IZ —/Of Butte County Department of Development Services. eur%, nRea N ® T E S # . ), 7 County. Center Drive, Oroville, CA 95965 (530) 538-7601 a. iww.buttecountyngVgqs RESIDENTIAL APN: i Permit No. 024-140-023 ---��_ Owner. GRINING, JENNIER 05-28 9 -- 113 HIGGINS AVE LLEY Site Address: + Conr. LIGHTNING ED Contractor. I ROOF A40UNT SOLA ECTRI EM Type of Permit: ct Ira �6 (J�J E E va VkS C SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: l 9 s SIGNATURE: +=OK 0 = Not OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET DATE 10 E C K S`C O V E R S'C A R P O R T S `G A R A G E S 1 Zoning -Setbacks -Easements 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 2 Ftgs; Soils-Sz-Dpth-Spacing-CnnctrsSteel 3 Sewer; Loctn-Test; Fall/C/O-Concrete 3 Decks, Girders/Joists-Dcking-Brcing 4 Wtr; Loctn-Test-Easement Needed -Regulator Stairs-Guard/Handrails ,1 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg _ 6 Yard Gas; Loctn-Test-Wrap Nat Q or LPO Frmg-Brcng Inch Sz Ft Lngth 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 7 Blckng; Sz-Spacing-Marriage Line 6 Carports; Wndws-Doors 8 Gas; MH Test-Demand-Valve-Cnnctr 7 Electric 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 8 Frmg; Sills-Anchrs-Stu ds-Rftrs-Trusses 10 Drain; MH Test -Fall -Flex Cnnctr 9 Siding; Nailing -Veneer -Stucco -Lath 11 Wtr. & Sewer Connected -C/O to Grade 10 Roof; Shthg-Roofing 12 Gas and Electricity Tagged 11 Ext; Steps -Doors -Landings 13 Tie Downs O Foundation O 12 Braced Wall pnls 14 Exits 15C rt fO e o ccupancy e s c` o0`0`� 16 HUD Label/Insignia Numbers Serial Numbers oe Oa¢ 0 Oe Pool Drawing 'OOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability* 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bokes-Enclsrs-pnlboards-Insults to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide = OK 0 Not OK RESIDENTIAL DATE JUNDERFLOOR 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Main; Steel-Blockouts-Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped• 69 Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn _ 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 15 Acc & Vntltn 16 Insulation ma' c DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Clrnc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One X -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrfir Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnis 38 Insultn-Walls-Ceilings 39 Infiltration-Walls-Wndws 01 0` O9e V C DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clrnc-Ins Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ga ❑ CU or ❑AL AC Wire Sz ga ❑ CU or ❑ AL 48 Range Circ ga ❑ CU or ❑AL Oven Circ ga ❑ CU or ❑AL Insulated Neutral ❑Yes ❑No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector Single & Duplex) DA PLUMBING 53 Wtr Htr, Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn + 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First fir -Tub Acc 57 Test Tub & Shwr, 2nd flr - Tub, Acc f 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test f 60 Yard Gas Piping 0`•c o' o��c DATE IMECHANICAL 61 AC Ducts Insultn & Support 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cirnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Cirnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door; Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clrnc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑Yes ❑No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler O'o 0` O'er 0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES. BUILDING PERMIT 24 HOUR INSPECTION #. (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO52899 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS 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 Issued Date: 10/20/2005 APN: 024-140-023-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 113 HIGGINS AVE GRI Date: Contractor: Map Index: Description: ROOF MOUNT SOLAR OWNER -BUILDER DECLARATION I hereby affirm under penalty 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 Owner: GRINING JENNIFER R &JOHNSON MARK permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for .such permit to file a signed statement that he or she is licensed pursuant to the provisions of 113 HIGGINS AVE 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 EAST GRIDLEY, CA she is exempt therefrom and the basis for the alleged exemption. Any 95948-9751 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 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' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: LIGHTNING ELECTRIC pp such work himself or herself or through his or her own employees, 18981 BUCK MTN RD provided that such improvements are not intended or offered for GRASS VALLEY, CA sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 95949 proving that he or she did not build or improve for the purpose of 530-268-6886 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' State 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 Contractor: LIGHTNING ELECTRIC pursuant to the Contractors' State License Law.). 18981 BUCK MTN RD ❑ I am Exempt under Article 3 of the Business a rofessions Code GRASS VALLEY, CA Date: �0 z0 osOwner: 95949 530-268-6886 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 805951 ❑ 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. Architect: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Cade, for the performance of Engineer: the work for which this permit is issued. My workers' compensation /� 2 insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Valuation: $0.00 Policy u: I certify that in the performance of the work for which this permit is Census Code: 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' So compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. 1Z Date: l 01 05— �/ Applicant: ii.2 — D /� WARNING: Failure to secure workers' 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 This per s hereby issue, rider a app " able provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resol ons to do work in icated a ove f which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) B Name: 4Z Date: Address: PE IT EXPIRES ON:��f� (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety 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 state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official farm or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: a r D K/2 5 D r1 Signature: Date: /D ZD OS- Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 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 OF APPLICATION **PLEASE PRINT CLEARLY" OWNER Last NameD S D First NameA.' Address tI� t t SState6,q City /� rt� ZIR��G1 Cl ZlJJ Zip q —1, O ` Phonel /z --z ,�� I �✓ Fax E-mail � 5 0 k v15 6,4 pe,, rM O� b (• Ga I� u CONTRACTOR NameAmott rs✓e ✓t t5 Q �� 1 Address 1q q qi &J- ®� 1'4 �l City &m65 vd% 14 State ZIR��G1 Cl ZlJJ Phone 15-3oZ&�, -64V& Fax E-mail 6,11R 13 , Z lac. #,05 S` Class _ l0 9:JLP L.7/31/0(0/ APPLICANT/SIGNATURE For office use only: ARCHITECT/ENGINEER Name `' L /v Address SRA City I No State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT/SIGNATURE For office use only: APPLICANT NAME Name Q /15 D � Y— �'1 Address SRA City I No State Zip Phone Map Book Fax , E-mail Planner APPLICANT/SIGNATURE For office use only: Zoning Property Address //opt r /y5 Ave_ Flood Zone Cross Street xkq 2r5 SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BP© I 2 � BIN # LOCATION AN be) 2 -5 Property Address //opt r /y5 Ave_ City Cross Street xkq 2r5 WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name 14,1111 Address // Description or Scope of Work: ZV,,o�'1 o/-- 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 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. OVER FOR SUBMITTAL REQUIREMENTS IL K:\FORMS\BUILDING F0RMS0dgApp1SubRgmts.doc Page 1 of 2 Receiivvedd /by- _ Amount: Receipt �7oi0 J Date: SRA Sheriff SMIP KEV b -1b -U4 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ .2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). 0 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (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. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ ' 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (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. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 i Planit Solar: S20 432 1653 09/16/05 12:22om P. 002 CM "W"HO-70`61-41C MODULES A 0 EVERGREEN SOLARO Outstanding flexibility for optimal system design a EC -100 series modules are field -selectable to nominal 12- or 24 -volt configurations. Junction boxes have two spare terminals for pass-through wiring and four knockouts, providing designers and installers with interconnection options for every application. Easier, faster, more accurate wiring • The junction box has a captive lid and fastener, eliminating the possibility of losing vital parts. • The lid of the junction box even has a detent to hold it open during the wiring process. ` • Generous junction box size, clear morkings, and separate terminals for factory and field wiring help make wiring easy, accurate, and reliable. • Available with factory -installed wires, connectors, and bypass diode(s). sunlight to electricity today Photovoltaics (PV) provide clean, quiet, reliable electricity from sunlight where traditional sources ore too distant, expen- sive, or environmentally unacceptable- With no moving ports to wear out, no emissions of any kind, and a limitless, readily - available power source, PV meets the need for electricity in places and ways that other sources simply cannot. Advanced technology with promise for the future * String Ri6bonT11 polycrystalline solar cells outperform thin films and achieve comparable performance to bulk crystalline technologies while using half as much silicon. • The proprietary cell fabrication process is among the most environmentally friendly in the business. Predictable, reliable, long-term performance • Each module is individually tested to ensure field performance meets or exceeds specifications. • Solar cells are matched to reduce internal losses and the possibility of hot spots. • Rugged, durable anodized aluminum frame makes for strong, stable mechanical mounting. • Industry standard EVA (Ethyl Vinyl Acetate anc�- g �f Tedlar'm construction protects solar mechanical and environmental stress BUTTE COUNTY Y BU1�DoING D11 V I " A?P 0%V PlanIt Solar! S30 432 1GS3 09/16/0S 12:22pm P. 003 Designed for maximum performance: safe, reliable, versatile and easy to install. 25.69 (653( 2a� 7 1.78 (45) 1.25131.75) 0.1e0P41GRCL94DMrYJL _ E� � ®6� 1 1 ®� 1 Y 7 0 20.02515091 Shown with optional 11a�cnoN Box v cables and connectos � . 6.59 (167) 00.16 (041 X 4 GROUNDING HOLE 00.2616AMMI X 14, 0.84(211 ^(2' - FOR 1/4 , /4' (6MM) BOLT h R MODLI E DATA AND . - SAFETY LABEL o CABLES n CCMINERORS STANDARD EVERGREEN CLEAR ANODIZED ALUMINUM FRAME Dimensions: inches (mm) 1.38(35) F --24.,10(620) Weight: lb (kg) 30 (13.64) ELECTRICAL SPECIFICATIONS' Ec-102 EC -110 EC -11 S Pp watts 102 110 115 12V 24V 12V 24V 12V 24V Vp volts 16.2 32.4 16.4 32.7 16.5 33.0 Ip amps 6.30 3.15 6.72 3.36 6.97 3.48 Voc volts 20.0 40.0 20.0 40.0 20.0 40.0 Isc amps 7.49 3.75 7.60 3.84 7.71 3.86 No. of cells 72 72 72 *At STC (Standard Test Conditions): 1000 W/m', 25° C cell temperature, AM 1.5. Specilicotions subject to change without notice. 25 year limited power warranty. Complete warranty ovoiloble on request. Joachimstoler Strosse 15, 10719 Berlin Germany Telefon: +49 (30) 8861 4520 Fox: +49 (301 6839633 I-V CHARACTERISTICS* TEMPERATURE 0 f 10 15 20 ss m 25 40 IEEIFECTS 8.0 7.0 40 5.0 40 a a 1 0.0 to 1.0 0.0 4.0 Pp = -0.49%/ *C Vp = -0.53%/ °C 3.0 .Ip = +0.049%/ *C NOCT = 440C 2.0 Voc = - 0.41 %/ °C 1.0 Isc =+0.088%/OC a.0 0 s • 10 Is 20 , VOLTAGE (V) SAFETY AND DUALITY TESTS • IEC 1215 (IEC 503, ISPRAI Certified. • OLISM, Class C Fire Rating • IEEE 1262 Certified • TUV Safety Class II Certified • CE A ' . . ■ EVERGREEN SOLAR• 259 Cedar Hill St., Marlboro, MA 01752.3004 USA TL:508.357.2221 FX:508.357.2279 www.evergreensolor.com BUTTE UNTY BUILIL"Al G DIVAS ```--,, APPROVED P1anIT Solar! 520 432 1653 09/16/05 12:22pm P. 004 UNIRAC installation Manua[ 214 — .SolarMount Code -Compliant Planning and Assembly. E CTO 29 March. 2004 - 1600 �4R< A4FN,IE. Mr" John Liebendorfer n F kvv111 F UniRac, Inc. CA1.IroR11 A_.._:-.... 3201 University -Blvd SE, Suite 110 Albuquerque, NM 87106-5635 : rEL"5io ;do'xaoo . • �Ax 510 ;a0 .z4cS N'N'N IPClCn1Ci-. 9.f.Om Subject: En.ginecring Certification for UniRac's SolarMountrm s Universal PV Module Mounting System Dear Mr. Liebendorfer, Attached is the I JniRae Calculation worksheet and Installation Manual 4214, Pub. 040316-1ii, Copyrighted by UniRac; Inc March 2004,20 pages: I have reviewed these calculations, and certify their. results are accurate.: The calculations determine the design level forces for wind, as prescribed in the California Building Code. The adequacy'9f the UNIRAC structure is demonstrated. by the , calculations• The' calculations also uirements for the itlstallatiov, and this requirement is properly correctly determine the' anchorage req represented in Installation Manual 9214. The calculations are based upon: I : "The 2001 California Building Code, California Code of Regulations", based on the 1997 "Uniform Building Code, Volume 2: Structural Engineering Design Provisions", by International Conference of Building Officials, Whittier, Ca, 1997, and California Building Standards,Commission, Sacramento, California; 2001- 2. `Mapual of Steel Construction: Load Resistance Factor Design", 3rd Ed, Ainericai3 Institute of Steel Construction; Chicago, ll.., 2001. 3. '"Aluminum Design .Manual: Specifications and Guidelines for Aluminum Structures":, The Aluminum Association, Washington D.C., 2000 4. Mechanical Properties of UNIRAC extruded rails and related components based on data obtained from Walter Gerstle; PE, Department of Civil Engineering, University of New. Mexico, Albuquerque, NM. With -this letter, i certify that UniRac SolarMount products will be structurally adequate and will satisfy the building -codes listed above when they are installed per the "SolarMount Code - Compliant Planning and Assembly", Installation Manual #214. Pub. 040316 -Iii, Copyrighted by .•Utii.Rac, Inc-, March 2004. Please call me if yon g�Qy quest. ns or concerns. TNi., 1 Sincerel44 y i Brian SpCI E>CP6' Planner ^)c TECTONICS . s-.,rrgl- ... ArchitoAs / Planners.! 9i er,p,ccr�SAN FRANCISCO EMERYVILLE SAN DIEGO 2 BUT'T'E COIF NT`s BUILDING DIMS LY V At PRO= .,THE•,STA'NDAR.D IN PV KOUNTIN,G. STRUCTURES'".;./ MOUNTING -V MODULE '��j 2 LR 7 a�4�" 'di Vti l�f+i { • R S a5- :; J ... ,-�:; t.. 1,,i,.—AR_ •• _„-air �i iisume�'bEre°Yr� ;d'esra''b ='( T;oatd itstlytg yoils iUryr x�aF f,� ES .ik hi,the roof or orl t Cep groum compose -ts assemble_ into'sfilucfures h support a;varicy o PV. array cdiaf7�uiat?Lcri�� i Design dor higih .ptole of low ��l�achevt2 SLlltS yol1T UIllCjil'e SltXey- 441th-but !�4V, ales` 5 i �� F ' Ei IM •': fit0�"t rt e et c: r _ S 3 { y - r=rs57:t P1anIt Solar! 530 432 1653 09116105 12:22pm P. 006 Strut -in -lube Style Legs O Quickly set the precise tilt angle required. Styles are available for high profile (1 or 2 legs per rail.) and low profile installations. Each series offers three leg lengths so that you can adjust to exactly the tilt angle you want — up to a maximum of. 60 degrees — without cutting and drilling at the job site. F F 8 Standoff �z Aluminum TWo Piece 0 Standoff Steel Flat Top F�1! �: fu L -Feet L -feet 0 Standard for ground mount installations. Use them in many resi- dential rooftop installations as well, particularly with asphalt composition shingles, and in many commercial roofing applications. Rail mounting holes are at two heights. in flush mounts, use the upper hole to raise the modules and promote air flow for cooling. Where aesthetics are the greater concern, use the lower hole to keep the modules close to the roof.. 0 Standoff Steel Raised Flange ,'� �•'� .:i7'ij r.klt .0 :M' . -;10 AM ® Splice Bar Standoffs and Splices m Use standoffs whenever flashed installations are required—on tile roofs, for example. Our new two-piece aluminum standoff allows precise placement of a flashing over a secured base prior to the installation of the standoff itself. All three types come in a range of standard heights -3, 4, 6, or 7 inches. Choose a flashing that's a perfect mate for your standoff and roof type. Q Splice Bars slide into the footing bolt slots of SolarMount�rail sections, joining rails end-to-end in long, flush or low profile installations. BUTTE COUNTY BUILDIII APPROVE® P1anIt Solar! S30 432 1653 09/16/05 12:22pm P. 007 -Tet hnical Bulletin No. 103 ................. Cede -Compliant SelarMccrt Installation Table 2. SolarMount"m Loads (lbs) per Footing at Standard Rafter Spacings ASE 300 Minimum Design Live Load Minimum Design Live Load Minimum as a ;=uncu'on of Minimum as a Function of Design Design Wind Pressure Design . Design rind Pressure Dead ----- - — -- Dead --- Load 30 psf 40 psf 50 psf Load 30 psf 40 psf 50 psi' ASE 300 Kyocera KC120 48" rafter (foot) spacing 58 373 497 621 48" rafter (foot) spacing 34 281 374 468 64" rafter (foot) spacing 77 497 662 828 64" rafter (foot.) spacing 45 374 499 623 72." rafter (foot) spacing 87 559 745 NA 72" rafter (foot) spacing 51 421 561 701 AstroPower AP65/75 Mitsubishi 120 48" rafter (foot) spacing 33 236 315 393 48" rafter (foot) spacing 29 247 329 411 64" -after (foot) spacing 43 31S 920 52^. 64" rafter (f001) 5iM inir 38 329 438 548 72" rafter (foot) spacing 49 354 472 590 72" rafter (foot) spacing 43 370 493 616 AstroPower AP120/120 Photowatt PW750 48" rafter (foot) spacing 33 291 387 484 48" rafter (foot) spacing 30 244 325 406 64" rafter 'foot) spacing F ^9 44 387 516 6,16 64" railer (foot) Spaciv iy 40 325 433 541 72" rafter (foot) spacing 50 430 581 726 77." rafter (foot) spacing 4S 365 487 609 AstroPower AP150 Photowatt PW 1000 48" rafter (foot) spacing 37 369 491 614 48" rafter (foot) spacing 30 263 351 438 64" rafter (Foot) spacing, 49 491 655 819 64" rafter (f0ut) -,pacing 40 351 468 584 72" rafter (foot) spacing 55 553 737 NA 72" rafter (foot) spacing 45 395 526 658 SP Solar 275, 380, 585, Sharp (Schott) 165 SX75TU 48" rafter (hoot) spacing 35 310 413 517 48" rafter (foot) spacing 31 237 316 395 64" rafter (foot) spacing 47 413 S51 689 64" rafter (foot) spacing 41 316 421 527 72' rafter (foot) spacing 53 465 620 NA 72" rafter (foot) spacing 46 356 474 593 Siemens SM100/110 SP Solar SX75/80/85 (old) 48" rafter (foot) spacing 32 259 345 432 48" rafter (foot) sparing 38 287 382 478 64" rafter (foot) spacing 43 34S 460 576 64" rafter (foot) spacing 50 382 509 637 72" rafter (foot) spacing 49 389 518 648 72" rafter (Boot) spacing 56 430 573 716 Siemens SP65/70/75 BP Solar 110/120 48" rafter (foot) spacing 31 237 , ' 315 394 48" rafter (foot) spacing 32 287 .382 478 64" rafter (foot) spacing 41 31S 420 526 64' rafter (foot) spacing 43 382 509 637 72' rafter (foot) spacing 46 355 473 591 72" rafter (foot) spacing 48 430 573 716 Siemens SP1301140/ BP Solar 850, MST43 (old) 150 48" rafter (foot) sparing 40 242 333 403 48" rafter (foot) spacing 32 319 425 531 64" -after (foot) spacing 54 333 ^30 538 64"gaiter (fooi) spall iy 43 425 567 • 708 72" rafter (foot) spacing 60 363 484 605 72" rafter (foot) spacing 48 478 638 NA 8P Solar MSX120 Siemens SR90/100 48" rafter (foot) spacing 24 219 292 365 48" rafter (foot) spacing 35 295 393 492 64" rafter (foot) spacing 32 292 390 487 64" rafter (foot) spacing 47 393 524 656 72" rafter (foot) spacing 36 329 439 548 72' rafter (foot) spacing 52 443 590 738 BP Solar 3160, 4160, SunMfize SW85/90/95 5170, SX150 48" rafter (foot) spacing 35 285 380 474 48" rafter (foot) spacing 33 313 417 521 64' rafter (foot) spacing _ 46 380 506 633 64" rafter (foot) spacing 44 417 556 694 72" rafter (foot) spacing 52 427 569 712 72" rafter (foot) spacing 50 469 625 NA SunVlrize WSi1.5/120 Evergreen EC102 48" rafter (foot) spacing 34 285 380 474 48" rafter (foot) spacing 35 312 416 520 64" rafter (foot) spacing 4S 380 506 633 64" rafter (foot) spacing 46 416 555 693 72" rafter (foot) spacing 51 427 569 712 72" rafter (foot) spacing 52 468 624 NA UWtSolar Kyocera KC80 48" rafter (foot) spacing 25 269 359 448 48" rafter (foot) spacing 29 192 256 320 64" rafter (foot) spacing 33 359 478 S98 64" rafter (foot) spacing 39 256 341 427 72" rafter (foot) spacing 37 403 538 672 72" rafter (foot) spacing 44 2.38 384 480 *To meet code, your Design loads must be at or above those indicated. You, the installer, are solely responsible for verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure values greater thar, 50 pounts per square foot, contact UniRa4 Inc. BUTTE COUNTY BUILDING DIVIISICL APPROVED P1anIT Solar! S30 432 1653 09/16/05 12:22pm P. 006 SunnyB®250U'U i Y The leading grid -tied photovoltaic inverters in Europe and America SWnny ��► �j Shown lh oP.). oM deploy ing inverter 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 WallyPon some of the world's most demanding markets has made it the favorite among PV professionals tern size everywhere. Over 200,000 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 hove made Sunny Boy the top choice for American solar designers. These professionals know that Sunny Boy is a grid -tied inverter that they can recommend without reservation and install with confidence. BUT'TE COUNTY BUILDING DIVISI APPROVEI) - P1anIt Solar! S30 432 1653 09/16/05 12:22pm, P. 009 i UTILITY PV. EOaSUNNY BOY 25000 GROU.1A INVERTER py a, GROUND NEUTRAL 11 66 6 - BREAKER OFF PV' OFF SIZE 2p 15 Amp AC OC DISCONNECT DISCONNECT SWITCH YPV- H SWITCH PV ARRAY AC DISTRIBUTION PANEL Specifications for Sunny Boy 25000 Inverter Technology Real sine -wave, current source, high frequency PWM AC Input Voltage 213-262 (240 V AC) or 183-229 (208 V AC) AC Input Frequency 59.3-60.5 (60 Hz), 50 Hz also available DC Iripta Volhw 250-600 V DC Peak Power Tracking Voltage 234-550 V DC (al 240 V AC) PV Start Voltage 300 V DC Minimum DC Input Voltage 207-256 V dependent on available line voltage Maximum Array Input Power (DC 0 STC) 3000W 1240 AC), 260OW (208 V AC) Maximum AC Power Output 2500 W (240 V AC), 2200 W (208 V AC) Current THD less than 4% Power Factor Unity Peak Inverter Efficiency 94.1% Cooling Convection cooling Ino fan)' Maximum AC Output Current 12.0 A Maximum DC Input Current 13 A DC Voltage Ripple Less than 5% Power Consumption 0 W nighttime, < 0.25 W stond6y Ambient Temperature Rating 45 °C Enclosure NEMA 4X stainless sled Size 17.1 W x 116 H x 8.4 D inches (434Wx295Hx214Dmm) Weight 71 16s (32 kg) Compliance United States: UL 1741, E210VIS, UL 1998, IEEE 519, IEEE 929 ANSI C62.41 Cl & C3, FCC part 15 A&B International: DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Pari 2, 55011 Group 1 Class B, 50178, 60146 Part 1.1 ALI SPECS MAY CHANGE WITHOUT NOTICE DISTRIBUTED BY EARTH GROUND Sunny Boy's unsurpassed reliability and efficiency is the result of SMA's manufacturing philosophy that combines simple design with robust execution. SMA's state-of-the- 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 exceptional 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 ultra -strict FCC EMC standards, SMA's unique String Inverter technology makes future system expan- sion simple. SMA advanced communication options are available to satisfy almost any application. 'Optional external fan (Sunny Breeze) available SMA America , inc., 12438-C Loma Rica Drive, Gross Volley, CA 95945 Phone 530-273-4895 - Fox 530.274-7271 www.SMA-AMERICA.com - emoil: info@SMA-AMERICA.com Solar Today... Energy Tomorrow t r,, APPROVED ROVED P1anIt Solar! 530 492 1653 09/-6✓0S 12:43pm P. 001 SO RMOUNT PV MODULE MOUNTING SYSTEM Code Compliance The SolarMountAsystem is PE certified to meet Uniform and California building codes. Our documentation supports your permit application. SolarMount" Component Specifications SolarMount°rails, top -mounting clamps, bottom4munting clips, tilt legs, L -feet, and two-piece standoffs: 6105 T5 aluminum extras,. -on. One-piece standoffs: Service Condition 4 (very s(vere) zinc -plated, welded steel. Fasteners: 304 stainless steel. Uniltac, Inc. 3201 University Boulevard SE, Suite 110 505.242.6411 Pub 0-1004-1ds • November 2004 www.unirac.com Albuquerque NM 87106-5635 USA 505.242.6412 Fax © 2004 UniRac, Inc. All rights reserved 10 year limited Product Warranty, 5 year limited Finish Warranty UntRac, Inc.. warrants to the original pmdtaser ("Purchaser") of praduct(.$) that it manufacntres ("Produce") at the original installation site that the Product Nbail he flee from defects in material and workmanship fora period oft" (10) years, earept: for the anodized finish, which finish shall be free from visihic peeling, or rocking or chalking under normal atmospheric conditions for a period of fhT (5) years, from rbe earlier of 1) the date rhe iaaallatinn of the Product is completed, or 2) 30 days after the. Purchase of tte Product by the original Purchaser ("Finish Warranty'). The Finish Warranty does nor apply to any foreign residue deposited on Ute finish. All installations in rnrroefve atmosPheric conditimu ate cwhtded. The Finish Wmzamy is VOID if the practices specified by AAMA 609 & 610-02 - "Cleaning and Maintenance for Architectnra0y Finishnd Aluminum" (wa vnvaamnet.org) are nor followed by Pwchaser.'1'hts Warranty does not cm2r damage to the Product that occurs during its shipment, storage, or installation. Ibis Warrant' shall he VOID if installation of rhe 11 -duct is not performed in accordance will) UniRne's written installation instructions, or if the Product has been modified, repaired, or reworked in a manna not previously authorized by Unillar IN WRMNG, or if the Product is installed in an environment: for which it was not designed. Uniltac shall not he liable for con Nueruial, contingent or incidental dimnges arising out. of the use of the Frothier by Pmdhase:r under any cimumstaners. If within rhe specifird Warranty periods the Product shall he reasonably Proven to he defective, than Uniltac shall repair or replace the defective Product, or any poll thereof, in Uniltne's sole discretion. Such repair or replacement shall completely satisfy and discharge all of Uniltac's liability with respect to tris limited Watmuny. Under no circuirueanaes shall Uniftac he liable for .special, indirect or consequential damage: arising out of or related to use by Purchaser of rhe Pr�xiact. Manufacwrcrs of related items, such is PV modules and failings, may Provide written warranties of their own. UniR.v:'s limited Warranry rovers only its Product, and not any related items. PLAN IT SOLAR f 4_ L -3776 w P1anIT Solar! 530 432 1653 RH® MOUNTING SYSTEM 09/16/05 12:43pm P. 002 SolarMoune Rails 0 The heart of the system. Four mounting slots in the SolarMount' rail give you ultimate flexibility for module mounting and foot placement. Clamp modules to the rails from the top, freeing yourself from the con= straint of the module mounting holes. Or clip and bolt modules from the bottom to either side of the rail. The footing bolt slot gives you complete freedom of footing placement. You'll always be able to hit the rafter. Top Mounting Clamps 4 Mount your modules to the rail from the top_ This is ideal for flush mount applications, such as residen- tial rooftops, where it is most conven- ient to pre -assemble rails and footings before installing modules. Clamps also free you from the constraints of module mounting holes. Achieve a secure attachment anywhere along a module's frame. Bottom Mounting Clips ® Use bottom mounting clips whenever you prefer to attach rails directly to the ,Module mounting holes. Simply fit the clip into its rail slot over the mounting bolt for a secure connection. Adjust the clip position anywhere within the rail slot. Alignment of rails to module mounting holes is always easy and convenient. BUTTE COUNTY BUILDING DIVISI u APPROVE® �. eV` •=��k... ;� gib'•"� IUIL®ING DIS✓#,Sjcf APPROVED BUTTE C®UNTY BUILDING DIVISIC. APpR®VEL) BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDINSi, PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROALLE) (530) 891-2834 (CHICO) P052409 OFFICE #: (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR, FROM THE DATE OF ISSUANCE OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS 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 Issued Date: 09/14/2005 APN: 024-140-023-000 the Business and Professions Code, and my license is in full force and effect. _ License Class : License Number. Site Address: 113 HIGGINS AVE GRI Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: replace roof structure (600) 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 Owner: G R I N I N G JENNIFER R & JOHNSON MARK to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 113 HIGGINS AVE 7000) of Division 3 of the Business and Professions Code) or that he or EAST GRIDLEY, CA 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 95948-9751 applicant to a civil penalty of not more than five hundred dollars ($500).): 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' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: GRINING JENNIFER R & JOHNSON MARK 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 113 HIGGINS AVE year of completion, the owner -builder will have the burden of EAST GRIDLEY, CA proving that he or she did not build or improve for the purpose of . sale.). 95948-9751 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State 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' State License Law.). Contractor: ❑ I am Exempt under Article 3 of the Business and Professions Code ( Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: 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 Architect: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Engineer: Carrier: Policy #: I certify that in the performance of the work for which this permit is Square Ft: 0 S.F. Total S q issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Valuation: $0.00 and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwithcomply with those provisions. Date: q( 03— /1 Applicant:fi✓l 'secure WARNING: Failure to workers' 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 This permit is her tissued and a plicable provisions of the Butte County Code and/or. 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.) Resolutions t o work indica abo for w ch fees have been paid. ?-/•�/-z3 ' Name: By: Date: / �� �/ PERMIT EXPIR ON: 9_1 Y �f > Date Address: ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533,` and 25534 of the California Health and Safety 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 state 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. Print Name: 0 -IS t'/, Q� �h y7_10 VL Signature: Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTITE,COUNkY 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.neUdds *PLEASE PRINT CLEARLY** OWNER Last Nam el-etsa� First ame �k Addressn I 1✓15 nue— City J State C� Zip p < Phon 6, — 6 57 Fax E-mail 1 ✓►��-5 �1 v15b N e•.r GLD l � C O ►M APPLICANT SIGNATURE X ,1 For office use only: CONTRACTOR Name Flood Zone Address SRA City I No State Zip Phone Map Book Fax E-mail Planner Lic. # Class APPLICANT SIGNATURE X ,1 For office use only: ARCHITECT/ENGINEER Name Flood Zone Address SRA City I No State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT SIGNATURE X ,1 For office use only: APPLICANT NAME Name Flood Zone Address SRA City I No State Zip Phone Map Book Fax E-mail Planner APPLICANT SIGNATURE X ,1 For office use only: Zoning Property Addres .113 Flood Zone Cross Street e r �1 ✓� 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. yon BIN 9 LOCATION AP# Vo Property Addres .113 City f Cross Street e r �1 ✓� WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Page 1 of 2 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, .a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received /i Receipt #: 5 Date: ,10 q'l� y / Amount: Bldg SRA Sheriff SMIP Other 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 enqineer. ❑ 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 .1..�. X.,.. . ".•. ,. " ,../.. .-. -• .. 4 .ti..n..:..kh«_,4,._...;r'_'...J Vii_ w..�'i-J4 r... . w COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 45965 Phbne (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: G t*-" 5d-ry ASSESSOR PARCEL NUMBER o ? `/ q0 -a2 3 Proposed Building Use: l' Zt- f- G6_ � `"`� s C Permit Technician: �G Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. © 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ / 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form Cl 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ .bl 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... \ ❑ 19. Erosion Control Plan Required........................................................................ �p 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ............ ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 26. NPDES Form............................................................................................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ....... :........... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone AAYI-14 6c/6 -S-071 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant Date: 1. Index permit application for t items numbered: Plan Check Letter 2. Additional items re c2a Contractor, designer,�owner of the above data by V p il, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above ata by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: ::I� Date: ,fA Plans approved by: ZV Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: - Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95964 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER , f G/�>Vst10 A.P. # D Ze'f /L`lJ PROPRO BUILDING USE F-P1 kZCr&at_ �!� G DATE % 7' 5— RECEIPT # DATE REC. KIUILDING PERMIT FEES `% /'�g --- Balance Due..................... $ --- FEMA Flood elevation review ... $ i --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning $ 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP 9. DRAINAGE FEE 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These I may be changed during the plan checking process. APPLICANT�DATE % D 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. 7/05) 5 ADO��d�� �u c:: u I 4 -IF �i 0,5-- �2Alo y BUTTE COUNTY BUILDING DIVISION �l 7/ �n A�P'OVED.:::: p SNDW R Butte Dunt I #3 ;°n � � I e,f th gna ure /oX2 Ir &q At4m �►C� copy Nil JOB: ® LOCAnom Butte Co. MiTek® TRUSS ENGINEERING MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca.95610 Phone:(916)676-1900 Fax:(916)676-1909 Johnson -Mark ► LUMBER ► HARDWARE ► STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES No, PRE FRAMED WALLS 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax: (530)534-5269 WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. BUTTE COUNTY BUILDING DIVISION APPROVED TRUSSES REQUIRE EXTREME CARE IN HANDLING ?//'j%/ IR rxk am PRT el -Nw�j This Image was created with F= TIMBER PRODUCTS INSPECTION 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone:(360)449-3840 Fax:(360)449-3953 mill TRUSS SCHEDULE MiTe BUTTE COUNTY BUILDING DIVISION APPROVED Tails �o .. Project: JOHNSON -MARK County: Burm Contractor: Endeavor Homes Date: September 1, 2005 Roof: COMP Plan: Snow: 0 Drawn By: Mw Tail Cut: Plumb MarL Joknson Endeavor Nomes F.O. E). 19+7 Qroville, Ca. 95965 X530) 534-0300 k A5 a r Endeavor Nomes F.O. E). 19+7 Qroville, Ca. 95965 X530) 534-0300 M iTekO Re: johnson-mark johnson , MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: RI 8091370 thru R18091371 My license renewal date for the state of California is September 30, 2006. QROFESS/pN DON� YG F2 CO ) W . 019919 T OF CAL Yu, Ray August 31,2005 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Job fuss Truss Type Oily PlyIjohnson Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 818091370 JOHNSON -MARK A SCISSORS 15 1 Code UBC97/ANSI95 >611 180 WB 0.51 Horz(TL) Job Reference (optional) Endeavor Homes, Oroville, CA 95965 6.200 a Jul 13 2005 Mrrek Industries, Inc. Tue Aug 30 15:39:212005 Page 1 -2.0.0 5-9-7 10-5-12 15-2-1 20-11-8 22-11-8 2-0-0 5.9.7 4-8.5 4-8.5 5-9-7 2-D-0 Scale = 1:41.1 4x4 = 1 5.9.7 10-5-12 15.2-1 1 20.11-6 1 5.9.7 4.8.5 4.8-5 5-9.7 LOADING (psf) SPACING 2-0-0 TCLL 16.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 SCLL 0.0 Rep Stress Incr YES BCDL 10.0, Code UBC97/ANSI95 >611 LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.18Btr G WEBS 2 X 4 DF Std G CSI DEFL in (loc) I/deft L/d PLATES GRIP TC 0.31 Vert(LL) -0.17 9-10 >999 360 MT20 220/195 BC 0.48 Vert(TL) -0.40 9-10 >611 180 WB 0.51 Horz(TL) 0.24 6 n/a n/a (Matrix) Weight: 82111 REACTIONS (Ib/size) 2=854/0-5-8,6=854/0-5-8 Max Horz2=-4(load case 4) Max Uplift2=-20(load case 3), 6=-20(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/33, 2-3=-2896/0, 3-4=2233/0, 4-5=-2233/0, 5-6=-2896/0, 6-7=0/33 BOT CHORD 2-10=0/2694,9-10=0/2702,8-9=0/2702,6-8=0/2694 WEBS 4-9=0/1258, 3-10=0/186, 5-8=0/186, 3-9=-653/0, 5-9=653/0 BRACING TOP CHORD Sheathed or 3-8-3 oc puffins. - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard August 31,2005 A WARNING - Verib design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PADS MU -7473 BSPORS USE. 7777 Greenback Lane m Design valid far use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Appricabifity, of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 956100 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/ri'll Quality Criteria. DSB-89 and BCSII Building Component �" ekm Safety Information available from Truss Plate Institute, 583 D'Onof io Drive, Madison, WI 53719. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each 1/8 TOP CHORDS other. �/g -► f- JS 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane ��VX U 3 0 at joint locations. �, = u 4. Unless otherwise noted, locate chord splices CL a at 1A panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate ce c7 c6 O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. M iTek' 1771== 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MITek® Holdings, Inc. Endeavor Homes, Oroville, CA 95965 2-0-0 10.5.12 , 10-5-12 2-0-0 • . Scale = 1:40.5 3x4 = 4x4 4x4 - 10 • 11. 4.49 12 7 13 _ - - 8 14 • 1 5 15 t 413 a 18 2j- 3 2 17 1e I$ 3x4 = • 31 30 29 28 27 2625 24 23 ;22. 21 20 19 3x4 = 5x5 = 20.11.8 20-11-8 Plate Offsets (X,Y): [10:0-2-0,Edgel, [21:0-2-8,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.16 Vert(LL) -0.02 18 n/r 120 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.02 18 n/r 90 BCLL 0.0' Rep Stress Incr YES WB 0.02 Horz(TL)' 0.00 17 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) _ Weight: 108 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.18Btf G BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. WEBS 2 X 4 DF Std G OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 2=236/20-11-8, 25=66/20-11-8, 24=24/20-11-8, 31=110/20-11-8,30=96/20-11-8, 29=96/20-11-8, 28=96120-11-8, 27=98/20-11-8, 26=60/20-11-8,23=69/20-11-8. 22=98/20-11-8, 21=105/20-11-8, 20=51/2D-11-8,19=201/20-11-8, 17=250/20-11-8, 33=61/20-11-8 Max Horz2=-4(load case 4) Max Uplift2=-71(load case 3), 30=-23(load case 3), 28=1 (load case 3), 27=11 (load case 3), 22=-2(load case 4), 20=-26(load case 4), 17=-65(load case 4) Max Grav2=236(load case 1), 25=66(load case 1), 24=47(load case 2), 31=130(load case 2), 30=96(load case 1), 29=96(load . case 6), 28=96(load case 1), 27=99(load case 6), 26=60(load case 1), 23=70(load case 7), 22=98(load case 7), 21=105(load case 1), 20=51(load case 7), 19=203(load case 2), 17=250(load case 1), 33=61(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/35,2-3=-35/16. 3-4=-17/19, 4-5=-15/32,5-6=-15/42, 6-7=-15/53, 7-8=-16/63, 8-9=-8167,9-10=-34/21, 10-11=-35/20, 11-12=9/67, 12-13=-16/60, 13-14=-15/48, 14-15=11/37, 15-16=25/25, 16-17=-40/28, 17-18=0/35 BOT CHORD 2-31=0/38, 30-31=0/38, 29-30=0/38, 28-29=0/38, 27-28=0/38, 26-27=0/38, 25-26=0/38, 24-25=0/38, 23-24=0/38, 22-23=0/38 , 21-22=0/38, 20-21=0/38,19-20=0/38,17-19=0/38 WEBS 25-32=-44/0, 9-32=-44/0, 24-33=0/0, 11-33=-61/0, 3-31=-9014, 4-30=-64/22, 5-26=-70/15.6-28=-69/16. 7-27=-71/18, 8-26=-47/5, 12-23=-51/12, 13-22=-71/17, 14-21=-75/15, 15-20=-37/19, 16-19=-147/16, 9-11=0/48,32-33=0/0 NOTES pFESS/ 1) Unbalanced roof live loads have been considered for this design. Q� 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load ��� OONG and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. j porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gab Lu 9919 z End Detail" 4) All plates are 1.5x4 MT20 unless otherwise indicated. /30/0 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. S 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. CA Q� Continued on page 2 . , OF L* August 31,2005 A WARNING - Ferib design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU -7473 BEPORE USE. . 7777 Greenback Lane m Design valid for use on with MTek connectors. This design b based on upon 9 Suite 109 ly g only en parameters shown, and B for an individual s desig component. ? Citrus Heights, CA, 95610 - _ Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not buss designer. Bracing shown I � is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the t erector. Additional permanent bracing of the overall structure is the responsibirity of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component �'ek• Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. MI Tek fuss fuss ype QtyIPly • R18091371 JOHNSON -MARK Al FINK 2 1 Ijohnson Job Reference (optional) Endeavor Homes, Oroville, CA 95965 2-0-0 10.5.12 , 10-5-12 2-0-0 • . Scale = 1:40.5 3x4 = 4x4 4x4 - 10 • 11. 4.49 12 7 13 _ - - 8 14 • 1 5 15 t 413 a 18 2j- 3 2 17 1e I$ 3x4 = • 31 30 29 28 27 2625 24 23 ;22. 21 20 19 3x4 = 5x5 = 20.11.8 20-11-8 Plate Offsets (X,Y): [10:0-2-0,Edgel, [21:0-2-8,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.16 Vert(LL) -0.02 18 n/r 120 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.02 18 n/r 90 BCLL 0.0' Rep Stress Incr YES WB 0.02 Horz(TL)' 0.00 17 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) _ Weight: 108 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.18Btf G BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. WEBS 2 X 4 DF Std G OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 2=236/20-11-8, 25=66/20-11-8, 24=24/20-11-8, 31=110/20-11-8,30=96/20-11-8, 29=96/20-11-8, 28=96120-11-8, 27=98/20-11-8, 26=60/20-11-8,23=69/20-11-8. 22=98/20-11-8, 21=105/20-11-8, 20=51/2D-11-8,19=201/20-11-8, 17=250/20-11-8, 33=61/20-11-8 Max Horz2=-4(load case 4) Max Uplift2=-71(load case 3), 30=-23(load case 3), 28=1 (load case 3), 27=11 (load case 3), 22=-2(load case 4), 20=-26(load case 4), 17=-65(load case 4) Max Grav2=236(load case 1), 25=66(load case 1), 24=47(load case 2), 31=130(load case 2), 30=96(load case 1), 29=96(load . case 6), 28=96(load case 1), 27=99(load case 6), 26=60(load case 1), 23=70(load case 7), 22=98(load case 7), 21=105(load case 1), 20=51(load case 7), 19=203(load case 2), 17=250(load case 1), 33=61(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/35,2-3=-35/16. 3-4=-17/19, 4-5=-15/32,5-6=-15/42, 6-7=-15/53, 7-8=-16/63, 8-9=-8167,9-10=-34/21, 10-11=-35/20, 11-12=9/67, 12-13=-16/60, 13-14=-15/48, 14-15=11/37, 15-16=25/25, 16-17=-40/28, 17-18=0/35 BOT CHORD 2-31=0/38, 30-31=0/38, 29-30=0/38, 28-29=0/38, 27-28=0/38, 26-27=0/38, 25-26=0/38, 24-25=0/38, 23-24=0/38, 22-23=0/38 , 21-22=0/38, 20-21=0/38,19-20=0/38,17-19=0/38 WEBS 25-32=-44/0, 9-32=-44/0, 24-33=0/0, 11-33=-61/0, 3-31=-9014, 4-30=-64/22, 5-26=-70/15.6-28=-69/16. 7-27=-71/18, 8-26=-47/5, 12-23=-51/12, 13-22=-71/17, 14-21=-75/15, 15-20=-37/19, 16-19=-147/16, 9-11=0/48,32-33=0/0 NOTES pFESS/ 1) Unbalanced roof live loads have been considered for this design. Q� 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load ��� OONG and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. j porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gab Lu 9919 z End Detail" 4) All plates are 1.5x4 MT20 unless otherwise indicated. /30/0 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. S 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. CA Q� Continued on page 2 . , OF L* August 31,2005 A WARNING - Ferib design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU -7473 BEPORE USE. . 7777 Greenback Lane m Design valid for use on with MTek connectors. This design b based on upon 9 Suite 109 ly g only en parameters shown, and B for an individual s desig component. ? Citrus Heights, CA, 95610 - _ Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not buss designer. Bracing shown I � is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the t erector. Additional permanent bracing of the overall structure is the responsibirity of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component �'ek• Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. MI Tek Symbols Numbering System A General Safety. Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 4_1 3/4*Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. /g /e,♦4 cz c3 JS 3. Place plates on each face of truss at each o cq joint and embed fully. Avoid knots and wane _ �� 3 0 at joint locations. _� O U�5 U U 4. Unless otherwise noted, locate chord splices O CL at 1A panel length (± 6' from adjacent joint.) For 4 x 2 orientation, locate ~I C8 C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. •This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 ©1993 MiTek® Holdings, Inc. Job cuss Truss I ype ty y Johnson R18091371 JOHNSON -MARK At FINK 2 1 ` Job Reference (optional) Endeavor Homes, Oroville, CA 95965 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Aug 30 15:39:212005 Page 2 NOTES 9) Bearing at joint(s) 33 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard A WARNING - Ver(/Jr design parameters and READ NOTES ON THIS AND INCLUDED WTER REFERENCE PAGE AlU 7473 BEFORE USE. 7777 Greenback Lane 0 Design valid for use only wn a based only N Pon parameters shown, and s for an individual building component. with MTek connectors. This design u - Suite 109 40 Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not buss designer. Bracing shown Citrus Heights, CA, 9561 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilfity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component �ekm Safety Information available from Truss Plate Institute. 583 D'Onofrio " Drive, Madison. WI 53719. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each �/g TOP CHORDS other. �/e ► �- cz c3 JS 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane 0 V �� 3 O at joint locations. �� U ,,5 = " U 4. Unless otherwise noted, locate chord splices a O at 1A panel length (± 6' from adjacent joint.) • For 4 x 2 orientation, locate BOTTOM CHORDS cs O 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. . MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. STANDARD GABLE END DETAIL PAGE51 OFX2 DIAGONAL OR L -BRACING 3I20/00 VARTO CIOM. 2 TRUSS 611311/ M H� T _L CONT 2X4 NO.2 OR BTR. DF -L 4x4 = 1X4 OR 2X3 (TYP) VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT B" O.C. LOADIN((psf) SPACING 2-0-0 TCLL 30.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC97/ANS195 TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD OTHERS 2 X 4 DFUSPF/HF - STUD/STD 3 1/2� f ,�1 1/2" (BY OTHERS NOTCH AT 24" O.C. (MIN.; w' TOP CHORD NOTCH DETAIL -3x5= 24" MAX 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW 24" O.C. -TYP - ENO� •\ WALL RIGID CEILING MATERIAL DETAIL -A- LATERAL LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 71-011 - / —VrO7— O —V ' — OVER 8'-611 4 - 16d MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH 2 -LATERAL BRACES WITH L - BRACE 12 INCH O.C. 6-0-0 12-0-0 8-0-0 9-2-0 6 INCH O. ---. 24 INCH O.C. 4-4-n R -R -n vi -n -n A-A_n NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 80 MPH WIND, EXP. B, HEIGHT 25 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'-8". TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED WIRIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 1 OD NAILS SPACED AT 8" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. :7°� 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. B •C• 3 i! f) 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 99LOFESS/0 c�~� O u yG �y0 `r!. clVIL Q. �F CALlirO� STANDARD GABLE END D E TA�L EPAGE• STDGA820F F2 4/26/00 4- 10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2-10d-- (TYP) SIMPSON A34 OR EQUIVALENT —Z) ± 45° GABLE EN 2X4 BLOCK 12X4 S DOR BTR SPACED @ 5'-0" O.C. SHALL BE PROVIDED AT EACH END OF BRAC CONNECT AT END WITH BACK W/ 4-10d NAILS. MAX. LENGTH = T-0" STANDARD TRUSSES SPACED @ 24" O.C. NOTES 1)2X4 N0.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2)2X4 LEDGER NAILED TO EACH STUD WITH 4-10d NAILS. 3)2X4 STRONGBACK TO BE CONNECTED TO EACH VERT, STUD WITH 2-10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6" 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = 7'-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. APR 1 3 2004 RESIDENTIAL 024-140-023 PERMIT#94-2708 GALLARDO, MARGARET 4 HIGGINS AVE.,GRIDLEY j CONV AG TO SF & STG —Ag woy Lr JOB FINALED Signature J=OK O = Not OK Not = Not Readyable 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-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P'U ft. / /-Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 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, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5"Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card 6-1 Date Card B-1 Date Card B-1 Date Card B-1 l COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754y, PERMIT NO. APPLICATION AND PERMIT Y'V- 0%0 R 1131-1 ASSESSOR PARCEL NUMBER 024-14-0-023 ZONING A40 BUILDING PERMIT OWNER MARGARET C. GALLARDO =01071 SO. FT. OCC. BUILDING VALUATION 400 P SI -20 20.480-00 OWNER'S MAILING ADDRESS 113 HIGGINS AVE GRIDLEY, 95948 dp 601 CONTRACTOR'S NAME OWNER ONE 8L 6--5071 P CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ & ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ L -7 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS �S HIGGINS AVE PERMIT FEE $ GRIDLEY 95948 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 28 00 Solar or heat pump water heater 23.00 Water piping 15,00 15 00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 15 00 USE OF STRUCTURE SF (N Duplex O Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15 00 Mobile Home S G W @20.00 TYPE OF WORK New O Addition O Remodel O Utilities O Installation O Other ❑ Describe Work: CONVERT AG TO SF :& STORAGE PERMIT FEE J$ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service BOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200ATO1000A ) 46.00 NEW OR ADONS.T. ( D BEACCLLINGBLOS. ) 3.50 FT. 17.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O I am a licensed under provisions of Chapter 9, Division 3 of the Business and License No. Classification Z,rofessions Code and my license is in full force and effect. Ias the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ lam exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. @ .50 FIXEOAPPLNS. OR Ex. Occup. (RESID.) EA. ) ( OUTLETS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, wilding Division a Certificate of Workmen's Compensation Insurance or a Certificateof Consent to Self -insure. hall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 37.50 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling Hood 6.50 6.50 Ventilation PERMIT FEE $ 41.50 Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of gr ing oft permit. Date o� Signatur of Applicant - Owner ❑ Contractor O Agent An OSFIA permit is required for excavations over 5"0" deep and demolition or An construction of structures over 3 stories in h'ght. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ i CONST.rvPE TOTAL FEE $1.13� HAZ. 1 D. FEES I IMP "— FLOOLL V/ CDF " " PARCEL PD " �- HD �/ 11SSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work above for which fees have been paid. BY . 1/r"� ate / m �/ l PERMIT EXPIRES'ON /l � �� ate) r/ // Receipt No. / g �j �Q (O �.�' WHITE•D.D.S.-B.D.C RY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OWNER COUNTY OF BUTTE BUILDINGtOlVIS'IN DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA,- (916) 872-6307 CORRECTION NOTICE 7� --?-76 PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. e/ i Gf'� Date Inspector REV 10/92 COUNTYOF BUTTE - DEPARTMENTOF DEVKO)PMENTSERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965eTELEPHONE (916) 538-7541 V PERMIT APPLICATION DATA SHEET OWNER�' - Propos MIMI L-54 0. - At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. repare of plan ..........................::2 �( 2. Rlot plans�/4 sets, signed by preparer of plans. . 3. Complete plans04 sets, signed by preparer of plans . ................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form. .................................. 6 Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and nufacturer's installation instructions 2 ts. ........... 10. Fees of $ �o��� ; �..... �2... 11. Impact fees as shown on attached schedule. $,f/E�/. ....... 12. California Department of Forestry plan approva es . ........................ j z J13. Flood elevation fetter (100 year flood) by California Engineer . ................. . C:jgjL<,14. Sanitation and plot plan approval 6 Health Department . ............ "*15. City of Chico plumbing permit. ........ ...................... . 16. Plot plan and business license pP o If y of Biggs/Gridley. ............. 17. Planning approval for (A) Use ( Parking: ......... 18. Contact Land Development about (A) Improvements (B) Drainage. -' 19. Driveway permit (construction approval required prior to occupancy).nw ��gUe 20. Pre -inspection for required. . to Bu id n9 ln.pI (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . ................... 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .................. ........................ . 29. Documentation of legal access. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements ............... Existing violations/expired permits . ...................................... Plancheck list . ...................................................... 33. When u issue the permit, process as follows` Mail to ow r. Mail to contractor. Telephone and hold for pickup at Q%2- office. Deliver with inspector. Other Parcel Creation Acreage ` Appli Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, own r, was advised of above required da ' by _ phone _ mail Counter by _ Date Plans checked by N:=' Date -5--`� lans approved by � Date /a S'j:;ti� Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works 4 4, i E.H..HUSE ONLY Plot Plan Anaclml Floor Plan Anechod Seat to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance rz caner / LocaW AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom it home. Other YO a r� �� �'d C Yj Hold final for: Final clearance O.K. for: NOTE: q Environmental Health Specialist Date Ri41) COUNTY OF BUTTE Department of Development Services Building Division Oroville: 7 County Center Dr., Oroville CA 95965 Ph: 916-538-7541 Chico: 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) . 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractor's License No. 4. I plan to provide portions of this. work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractor's License No. 5. 1 will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Securit 'Nu b Date 9 NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. AGRICULTURAL AFFIDAVIT EMPLOYER/EMPLOYEE Please read the following carefully before signing: Section 24-21.020 Agriculture Employer/Employee (Applicable only in zones A-5, A-10, A-15, A-20, A-40 and A-160) An individual who verified, by personal affidavit and by affidavit of his employer, that he is, or will be, employed at least thirty-two (32) hours per week for at least sixteen (16) weeks per year, or that his primary source of annual income is, or is anticipated to be, derived from any of the .following described occupations: (a) The preparation, care and treatment of farm land, pipelines or ditches, including leveling for agriculture purposes, plowing, discing and fertilizing the soil; (b) The sowing and planting of any agricultural or horticultural commodity; (c) The care of any agricultural or horticultural commodity. As used in this subdivision, "care" includes, but is not limited to, cultivation, irrigation; weed control, thinning, heating, pruning or tieing, fumigating, spraying and dusting; (d) The harvesting of any agricultural or horticultural commodity including, but not limited to, picking, cutting, threshing, field packing and placing in field containers or in the vehicle in which the commodity will be hauled on the farm or to the place of_first processing; (e) The assembly and storage of any agricultural or horticultural commodity including but not limited to, loading, roadsiding, banking, stacking, binning and piling; (f) The raising, feeding and management of livestock, fur -bearing animals, bees, fish, frogs and other aquatic animals, including but not limited to, herding, housing, hatching, milking, shearing, handling .eggs and extracting honey; (g) The operation, conservation, improvement or maintenance of such farm and its tools and equipment. This affidavit is valid only for the named employee. Any change of employee requires a new affidavit to be filed. Employer tax records may be requested as proof of employment status. Sign AGRICULTURAL. AFFIDAVIT EMPLOYEE Employee u �X �� Phone 8 Te Employee's Address (Present) //3 111 j2Jrir /015 � Name of Property Ownerrol &7 (�. �h'L Gff 4D a Property Owner's Address _ //,3 iV/G6 //Z1.S AK 6'(/ ie/ Owner's Assessor's Parcel Number Ooh'/- /�Zlo - OA.3 - 06 o Parcel Size . Eo Ac. I, 64k,, �jj���1)i/'��- do declare, subject to the penalty of perjury, that I am the employee of T- C` �6-��L �PD0 address (present) / (3 f?/W ,�" s and that I will be employee under Section 24-21.020 �. for at least thirty-two (32) hours per (a) to (g) week for at least sixteen (16) weeks per year on AP# -OQ 3 -Doo Signed:jf i�( Dated: Environmental Health Approval: Permit Description and Number 0 >0/ jr Date Issued 7 01, r' 5 y By / ✓ Planning Approval: Date Zone A-,.► Dwelling on AP# /,y _ 0 g 3 By f— v- .Crop/Commodity Produced(,y &044AJ OCTS, -77 <&£ 62Ap£S &1A)0 off &P,P,i�s, AGRICULTURAL AFFIDAVIT EMPLOYER Employer (;p;y/_L,f/a0 O Phone Employer's Address //3 1/16 71AIS Atfcc. (cwl/_04Ey 014. y'S9" Name of Property Owner .SW/1I Property Owner's Address Owner's Assessor's Parcel Number (Oa IVO — 0,R3 - 000 Parcel Size . SO Ac. I, %%%/-��,% �%���c!J O , do declare, subject to the penalty of perjury; that I am the employer of u� G 7"�� U/ A .0 address (present) //.� ��6�.cJs xr, �jE'���i and that I will be employer under Section 24-21.020 ejGLe for at least thirty-two (32) hours per (a) to (g) week for at least sixteen (16) weeks per year .on AP# Signed: Dated: Environmental Health Approval: Q 1 Permit Description and Number I��'1 'Zk1 a -7- v Date Issued — �, `� By Planning Approval: Date _ h Zone ` h Dwelling on AP# 'Poo By Crop/Commodity Produced / (,cl Gni% , W,g4N tw-i--5'- 7�9BJ£ 6PI�PES, 3l p) E Er ao 13 Z V F es- ti v t- 9 0 r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District A.P. Number,2 Jurisdiction 0 Property Owner Property Location/Address Subdivison Residential Development Commercial/Industrial 0 No. of Living MHI Units 0 New Building Department No. City �ounty FA Lot No. Sq. Footage `1-76 d Addition (Group R) 0 Sq. Footage Addition (Including Exterior Roofed Areas) Bu ding Departmerpo presentative , j Dat r (Floor Plans reviewed by School District Personnel) District Identification No. /3 (Street Address) L J School District certifies th i (Applicant) 1<_ has complied with the requirements of Resolution No. representing < D istrict,R e p resentative Paid by Check Number Bank Number Paid by Cash square feet. (State) (Phone Number) (Zip Code) by payment of $ Date v If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wkl (4/92) RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit qy2 / OWNER A. P. # —off Plan Checker GENERAL Zoning requirements: (sideyards and number of permitted living units). aluation. 5-/ I l,j 3. Plans signed by designer. 4. Proper description of work on application. 5. Existing violations on property. 6. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). 7. Recorded notice of violation. PLOT PLAN --t----Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. 'Other buildings or structures. '.4-. Grading, fills, drainage. �5— Flood hazard . �._ Special conditions on creation map, ustible, and foundations). 7. FAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb- ' ,,8! -Building or utilities across lot lines (Record form). FLOOR PLAN r X' Complete to scale plan'with dimensions., `Required windows for light and ventilation (Sec" 1205)=. !3� Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). f. !�- Human impact°glass (Sec. 5406). ,6r Required room sizes,;c,eiling heights (Sec. 1207). ---7'.'GFCIs in baths, garage, kitchen, and exterior outl'ets•(Article 210-8). Li fixtures, switches, receptacles, and exterior receptacles for main- enance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical Por gas equipment. 0. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1. 1 - 3'0" exterior exit door (sec. 3304 (f). "47 -7 -Fireplace and wood stove location, alcoves, and clearance. -1-3-.—Smoke detectors (Sec. 1210). ,1-4! Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) —Zf Unusual shape, size, or split level house requiring lateral design. —3. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. -T'"Elevations and wall construction details complete enough to construct building ,,8�-- Roof construction details complete enough to construct building.. `-E}- Fireplace construction details and calcs if necessary. ---t6---Rafter ties or bearing ridge beam. ,-1-1--Garage door or porch header sizes. -L2 ---Stud heights. --r37-Adobe soils - special foundation design. --r27—Retaining walls requiring design. ,-1� Special Inspection required. 8/91 RESIDENTIAL PLAN -CHECKING GUIDE o MISCELLANEOUS.ITEMS TO LOOK.OU,T FOR " U __L._--37Cairway details: *landings, rise and run, head clearance, handrails-', (Sec. 3306). guardrail details (Sec. 1711 & 3306(j). i3�Brick or stone veneer (Chapter 30). -4.1 Exterior plaster - weep screeds (Sec. 4706). ` .rS�Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). -Foam insulation - protection. 8. 36" halls and stairways. ving area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. --La.--Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). 1-1--Xttic access and ventilation (Sec. 3205). Coderfloor access and ventilation (Sec. 2516). mbustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. -4-6- Flashing at all exterior openings. ,1 -7 ----GDF responsible area requirements. /Vo SlF (No r /off/ ° 3 Gayac� IVO�� `y p�> !o ez ao (LVOT- !ok-1o) o v44ua -- �3(4e 0 CO •� Noy l�° C;Z cc, va 00 o 0 a �, �S0 To T -A i VAI -0 3137. As -- 17c2 4W Pe°`"` c. GO TABLE OF CONTENTS TOC Project Title.......... Residence for Gallardo Date........ 1.0/05/94 Project Address........ 113 Higgins Ave. Gridley Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-GALLARDC Wth-CTZ11S92 Program -TOC User#-MP1320 User-CALCTECH Run -Proposed Residence TABLE OF CONTENTS Report Page FORM CF -1R................. 1 FORM MF -1R................ 4 FORM C -2R ................. 6 FORM C -3R ................. 9 HVAC SIZING ............... 12 I 1�41-4 V ,Boll, -ONG CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Residence for Gallardo Date........ 10/05/94 Project Address........ 113 Higgins Ave. Gridley Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-GALLARDC Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... 400 sf Single Family Detached New Front Facing 118deg(SE) 1 1 Slab On Grade (Package D) BUILDING SHELL INSULATION Component Insulation Assembly Type R -value U -Value Location/Comments LWa11 __ ,_.-�R719 'R 0.062 FRONT, BACK, LEFT (Wall -r3 0.084 TO STORAGE Roof R-30] 0.031 FLAT CEILING S1abEdge R-0 0.720 SLAB EDGE S1abEdge R-0 0.500 SLAB EDGE FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Door Front (SE) 20.0 0.550 2 Drapes.Std None None Wood Window Front (SE) 16.0 0.750 2 Drapes.Std None None Metal Window Back (NW) 20.0 0.750 2 Drapes.Std None None Metal Skylight Horz 8.0 0.800 2 None None. None Metal THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments S1abOnGrade No 400 3.5 Covered CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project -Title .......... Residence for Gallardo Date........ 10/05/94 MICROPAS4 v4.02 File-GALLARDC Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence SPECIAL FEATURES/REMARKS R-4.2 duct insulation required --R-13 wall insulation required per Form 3 to Storage area. -R-19 wall insulation required per Form 3 at Exterior walls. R-30 ceiling insulation required per Form 3 International metal frame dual -pane clear glazing required. Glazing U -values per MFR'S. NFRC testing & certification 'Misc. glazing U -values per CEC DEFAULT TABLES FAN.WALL.73: CEC MIN. REQUIREMENT AC.10.0: CEC MIN. REQUIREMENT (DUMMY SYSTEM) HWH: A.O.SMITH FGR -40 or equivalent EF=0.62 HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace 0.730 AFUE None R-4.2 Setback ACSplit 10.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.62 EF 40 R-0 SPECIAL FEATURES/REMARKS R-4.2 duct insulation required --R-13 wall insulation required per Form 3 to Storage area. -R-19 wall insulation required per Form 3 at Exterior walls. R-30 ceiling insulation required per Form 3 International metal frame dual -pane clear glazing required. Glazing U -values per MFR'S. NFRC testing & certification 'Misc. glazing U -values per CEC DEFAULT TABLES FAN.WALL.73: CEC MIN. REQUIREMENT AC.10.0: CEC MIN. REQUIREMENT (DUMMY SYSTEM) HWH: A.O.SMITH FGR -40 or equivalent EF=0.62 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 . CF -1R Project Title.......... Residence for Gallardo Date........ 10/05/94 MICROPAS4 v4.02 File-GALLARDC Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 -of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied -is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... Margaret C. Gallardo Company. Address. 113 Higgins. Ave. Gridley, CA 95948 Phone... (916) 846-5071 License. ....,Signed.. Name.... Title... Agency.. Phone... (date) ENFORCEMENT AGENCY Signed.. (date) DOCUMENTATION AUTHOR Name.... Neal Kuopus Company. CALCTECH Address. 27 Wahoo Ave. Oroville, CA 95966 Phone... (916) 589-4219 Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... Residence for Gallardo Date........ 10/05/94 Project Address........ 113 Higgins Ave. Gridley Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Building Permit Plan Check Date Field Check/ Date MICROPAS4 v4.02 File-GALLARDC Wth-CTZllS92 Program -FORM MF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; Design- Enforce- erP ment lift 2-13@&imra�e, R -f ge coy minimum R-8 in concrete raised floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. .118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. •150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.. .150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. JCA L ir- N A- -Y;J)(I _Wc MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... Residence for Gallardo Date......:. 10/05/94 MICROPAS4 v4.02 File-GALLARDC Wth-CTZ11S92 Program -FORM MF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets _)1d)C. certified by the CEC . 150(1): Setback thermostat on all applicable heating systems. ,) 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 .or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect _y1J)C1 hot water tank. (m): Ducts and Fans -1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. '3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot.light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. PA 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES Design- Enforce- er ment 150(k):. 40 lumens/watt or.greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. _MG COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... Residence for Gallardo Date........ 10/05/94 Project Address........ 113 Higgins Ave. Gridley Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc.. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-GALLARDC Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 19.75 15.25 4.50 Space Cooling.......... 21.33 27.16 -5.83 Water Heating.......... 39.85 36.72 3.13 Total 80.93 79.13 1.80 - Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... ! Conditioned Volume......... Footprint Area.......... . Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 400 sf Single Family Detached New Front Facing 118 deg (SE) 1 1 ReducedYear Slab On Grade 1 4000 cf 400 sf 400 sf 400 sf 16 % of FA 10 ft (Package D) BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type Vent Special Height Vent Area (ft) (sf) HOUSE Residence 400 4000 1.00 Yes Setback 2.0 n/a COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... Residence for Gallardo Date........ 10/05/94 MICROPAS4 v4.02 File-GALLARDC Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 164 0.062 R-19 118 90 Yes DW.19.2X6.16 FRONT 2 Wall 200 0.084 R-13 28 90 No GW.13.2X4.16 TO STORAGE 3 Wall 180 0.062.R-19 298 90 Yes DW.19.2X6.16 BACK 4 Wall 200 0.062 R-19 208 90 Yes DW.19.2X6.16 LEFT 5 Roof 392 0.031 R-30 0 0 Yes R.30.2X4.24 FLAT CEILING PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 6 S1abEdge 60 0.720 R-0 No SLAB EDGE - 7 S1abEdge 20 0.500 R-0 No SLAB EDGE FENESTRATION SURFACES # of Area Pan- Frame Surface- (sf) es Type HOUSE 1 Door 20.0 2 2 Window 16.0 2 3 Window 20.0 2 4 Skylight 8.0 2 Mass Type HOUSE 1 S1abOnGrade Wood Metal Metal Metal Vent SC SC Interior Open U- Act Glass Int Shading/ Type value Azm Tlt Only Shade Description Hinged 0.550 118 90 0.88 0.78 Drapes.Std Slider 0.750 118 90 0.88 0.78 Drapes.Std Slider 0.750 298 90 0.88 0.78 Drapes.Std Fixed 0.800 118 0 0.88 0.88 None :THERMAL MASS Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments 400 3.5 28.0 0.98 R-2.0 . Covered HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Furnace 0.730 AFUE None R-4.2 1.000 ACSplit 10.00 SEER Attic R-4.2 0.810 COMPUTER METHOD SUMMARY Page 8 C -2R Project Title........... Residence for Gallardo Date........ 10/05/94 MICROPAS4 v4.02 File-GALLARDC Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) 1 Storage Gas Standard 1 0.62 40 SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-13 wall insulation required per'Form 3 to Storage area. R-19 wall insulation required per Form 3 at Exterior walls. R-30 ceiling insulation required per Form 3 International metal frame dual -pane clear glazing required. Glazing U -values per MFR'S. NFRC testing & certification Misc. glazing U -values per CEC DEFAULT TABLES .FAN.WALL.73: CEC MIN. REQUIREMENT AC.10.0: CEC MIN. REQUIREMENT (DUMMY SYSTEM) HWIf: A.O.SMITH FGR -40 or equivalent EF=0.62 External Insulation R -value R-0 CONSTRUCTION ASSEMBLY Page 9 3R Project Title.......... Residence for Gallardo Date........ 10/05/94 MICROPAS4 v4.02 File-GALLARDC Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . DW.19.2X6.16 Description .... Wall R-19 2x6 16oc Type ........... Wall R -Value ........ 19 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION U -Value: (1 / i Total R=Value: Cavity Framing Total 19.93 x 0.85) + (1 / 7.57 x 0.15) = 0.062 Btuh/sf-F 1 / 0.062 = 16.01 sf-F/Btuh Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 .1. PLY.0.63 0.625 in plywood 0.77 0.77 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 -- .3f. FIR.2X6 2x6 in fir framing -- 5.45 :4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 19.93 7.57 FRAMING ADJUSTMENT CALCULATION U -Value: (1 / i Total R=Value: Cavity Framing Total 19.93 x 0.85) + (1 / 7.57 x 0.15) = 0.062 Btuh/sf-F 1 / 0.062 = 16.01 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 10 3R Project Title.......... Residence for Gallardo Date........ 10/05/94 MICROPAS4 v4.02 File-GALLARDC Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence . Reference Name . GW.13.2X4.16 Description .... Wall R-13 2x4 16oc Type ........... Wall R -Value ........ 13 sf-F/Btuh Framing Material FIR.2X4 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Name Description Cavity Frame R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. GYP.0.63 0.625 in gypsum or plaster board 0.62 0.62 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R13 R-13 batt insul (cavity = 3.5. in) 13.00 -- 3f. FIR.2X4 2x4 in fir framing -- 3.46 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 'I. FILM.IN.WLL Inside air film: heat sideways' 0.68 0.68 Total Unadjusted R -Values 14.98 5.44 FRAMING ADJUSTMENT CALCULATION U -Value: (1 / i Total R -Value: Cavity Framing Total 14.98 x 0.85) + (1 / 5.44 x 0.15) = 0.084 Btuh/sf-F 1 / 0.084 = 11.86 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 11 3R Project Title.......... Residence for Gallardo Date........ 10/05/94 MICROPAS4 v4.02 File-GALLARDC Wth-CTZllS92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . R.30.2X4.24 Description .... Roof R-30 2x4 24oc Type ........... Roof R -Value ........ 30 sf-F/Btuh Framing Material ..... FIR.2X4 Spacing ...... 24 inches on center Fraction ..... 0.07 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Name Description 0. FILM. EX -1. SHNGL.ASPHLT 2. BLDG.PAPER 3. PLY.0.50 4. AIR.RF.3.50 5. BATT.RI9.0 .6c. BATT.RII.0 6f. FIR.2X4 7. GYP.0.50 .I. FILM.IN.RF s Exterior air film: winter value Asphault shingle roofing Building paper (felt) 0.50 in plywood 3.5 in & greater air space: heat flow up R-19 batt insul (cavity > 5.5 in) R-11 batt insul (cavity > 3.5 in) 2x4 in fir framing 0.50 in gypsum or plaster board Inside air film: heat flow straight up FRAMING ADJUSTMENT CALCULATION Cavity Cavity, Frame R -Value R -Value 0.17 0.17 0.44 0.44 0.06 0.06 0.62 0.62 0.80 0.80 19.00 19.00 11.00 -- -- 3.46 0.45 0.45 0.61 . 0.61 Total Unadjusted R -Values °33.15 25.62 U -Value: (1 / 33.15 x 0.93) + (1 / Framing Total 25.62 x 0.07) = 0.031 Btuh/sf-F Total R -Value: 1 / 0.031 = 32.48 sf-F/Btuh HVAC SIZING Page 12 HVAC Project Title.......... Residence for Gallardo Date........ 10/05/94 Project Address........ 113 Higgins Ave. Gridley Documentation Author... Neal Kuopus Company .............. . CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-GALLARDC Wth-CTZ11S92 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Floor Area ................. 400 sf Volume.. ... ............ 4000 cf Front Orientation.......... Front Facing 118 deg (SE) Sizing Location............ OROVILLE RS Latitude... ... ....... 39.5 degrees Winter Outside Design....... 30 F Winter Inside Design.'...... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F' Summer Range. ...... ..... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used.....: No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Sensible Load .................:.. 8695 9513 Latent Load ...................... n/a 1903 Minimum Total Load 8695 11416 Note: The loads shown are only one of the criteria affecting the. selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 4644 1649 Glazing Conduction ............... 1776 1154 Glazing Solar .................... n/a 3261 Infiltration ..................... 2275 934 Internal Gain .................... n/a 1650 Ducts............................ 0 865 Sensible Load .................:.. 8695 9513 Latent Load ...................... n/a 1903 Minimum Total Load 8695 11416 Note: The loads shown are only one of the criteria affecting the. selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 August 30, 1994 Manuel A. & Margaret C. Gallardo 113 Higgins Avenue Gridley, CA 95948 RE: Building Code Violation A.P. #024-14-0-023 113 Higgins Avenue, Gridley Dear Mr. and Mrs. Gallardo: This is a courtesy notice 'to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for conversion of an agricultural building to a single family residence. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. it ;s the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Michael Vieira or Scott Rutherford in this office at the address or telephone number listed above. Sincerely, MCV: dms Mich el C. ieira, C.B.O. Manager, Building Inspection cc: Assessor X X k X x COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 AGRICULTURAL BUILDING EXEMPTION PERMIT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral 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. ASSES$ PARC L NO ZONING OWN E / _ PHONE NO. �r r�67 OWNER' ADD S ' 93�9 Al I' h SA l4 r LOCATION OF BUILtIVOU YVl c p USE OF BUI DING S�LL _z-09400 Fo SIZE O STRUCTURE o X O 02 SO. FT. = TYPE OF CONSTRUCTI0 WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE 00000 Z` Mz4 . SW q KE, C_1j_/7? � NT ESTIMATED COST OF CONSTRUCTION $ `l DOD AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: 'r FRONT- _4"h 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 above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. IX Date / Signature of Owner X Permit Fe - $25.00::) The above described AG Building is exempt from a building permit. Receipt No. 9!0 Director of Public Works By Date 7' White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 1 -- 7 County Center Drive, Oroville, CA 95965 PHONE: 538-75'4'-14zG� DATE 7/14/87 Tony Gallardo RE: Agricultural Exemption Permit 113 Higgins Ave. Gridley, CA 95948 A.P. # 241.14-23 With reference to the above subject: / X)J Attached is: XX Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER TW We need the following information: XX Permit application signed and completed where indicated with all copies returned. XX Fees of $ 25.00 payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. TTV OTHER Please complete the attached form where indicated and return to this office' along with a check for $25.00. Thank.you. Should you have any questions concerning the above, please contact this office. JFG/aj Yours very truly, William Cheff Director of Public Works .F. Glander Chief Building Inspector ' COUNTY OF BUTTE BUILDING DIVISION IT OF DEVELOPMENT SERVICES 1469 Hurnboidt Road, Chico, CA - (916) 891-2751 ' 7 County Canter Drive, Orovill1e, CA - (916) 538-7541 747 Bion Road, Parade, CA - (916) 872-6307 CORRECTION NOTICE 44o-6 Z3 PERMIT NO. Anwlins��ecfisiina�e+a tlaatt�e fa�oag violations of Butte County Ordinances exist at tfiteaf�aaeaiisanr�ard re corrected- Please noM* this office when correction of work to din nmmm, orneed additional explanation, pfiea111101"m ain: �I_ 7' i -7- r f -//'r- DlaW Y . — a RBY ISM a ti 0 24-14-23 TONT & KATHY GALLARDO 113 HigginsAve, Gridley PErmit#72-87A (-Agricultural Bldg Exemp) i VIOLATION CHECK LIST i A.P. # 024-14-0-023 Address 113 Higgins Avenue, Gridley Owner Manueargaret C. Gal ar o Owner's Address same �,. Owner's Phone No. Supervisoral District Tenant's Name Phone No. Type of Violation in Detail with Code Section Priority No. conv ag bldg to sf Specific Plot Plan with C/V Noted _yes no Penalties Required 1st. Notice Sent 8/30/94 2nd. Notice Sent ate Date Comments and/or Determination 2 Disposition For Citation Citation Date (Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) ER SHALL BE OF MINIMUM C.RADE A SPECIES FOR V015S SPAT/S AS NUlf'O HELOW .00.414, 1'.r —V C, .u1_�I•.:ra •neje N<rt1 F.I .a ,netilu:a 1 CNU Sr1E SS OF 41 OF o! OF 'Uk QF Sc NF o HF r!Y_Nt 'Itr, NF un0 i 177 G(NtAAL NOTES IN..0 d.•.•..e.wrA.ol 119 h �— -� i N' F • Il 1 e•.Ir..u. • .ww, N .e.Pb.rp,r, d we re.pedn• ao• e[4 TOP CNOR D a ! 4 '_U_ A. b.np -m .na Perw a .e.r Irrd It— o a ae.q••• eta Oa-ad q ee.r. 7 t 4 7 4 , — ' • • 5 D..w ew.r. try brown d.•• w.arro.wne .nMb+n..• U • 74 • n • ! r) , n r i .o"q, . %comk. m V : r.wt amra�yM a''•w�,,,e°°"°'"a.,`.I'.e", BOTTOM CHO a aPUNa•w-•«.Moor. !A 4 20' 0• 71' 51 74' V" !J• h. N. ,T. • r Aby.I. o.n.Frn.wn.o ! 4 • Il • 5 • . U arlr•ou. wrr brr•p -ryes_ NOES ME!ABEPS j,. 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Q N - W a:.r r , ey�44 �0. Lu, . ^:d 4. ,.?.. 1 Z e M'--' .\ �J `rte~ - � ',�:r-^ i. '•F I. ..5� t i.,. ' - ! ;;. _ ..� _ .. Q �• : 5.54Ac � 0 608=, c x 1 •;% E .Y<.� _ . "�' � _ , -.+. !.'1;.,M, . ,� � =�._ S Y PM 79-19 "ice r•.. ys :�/Z 7,94, r ` 498.74 _ ' ,.y •.r. fi kjl f • .. II // _ _ ,•` �•vY S'A'Y' (!^' n e 42 .r N. r j. •.' . h' aJ`GRIDLEY COLONY N0: I M 0. R. .. 4. PG. 37 }ASSESSORS MAP N0..2.4 - } BK_ �. tCOON,TY �TR:TE CAL'IMF r,0F BU, ,�,t�•, .S ...t. t .`~ r. r •,U,�,. toy t ",,�+^SH. t v•"F ),.- /3rru?.-r^w'.uF •cr �ti?t. .Lr• !^.._... !. .. ` "''_.... :5 .. .._ t_ - .. - ._ _ ... .. . r 1 ;SI 1_ .•i� ..`r.. t• ..... ,a_►. '.... :tr. "{i.t•+'f •,n;. ,.y ,-4..Lx31sa'1Ji�,v _ gfptlt i�PA I. Ai 0 APPROVED.v O �/ ' m Butte County Ehvironmental H7, Ith D t ".rIwo; ------------ SIgnature P-0 20 .4. oj, —44 49 .71 . . . . . .....