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HomeMy WebLinkAbout017-170-071( �' 11-25� I AFL. �.. ALTON RIPPY ti 'IQa3 ) Honeyrun Rd, lot 2, Chico2031 Honeyrun Rd, Chico a Contr:_.Don Ri_ppy,, Paradise _ !� ((1 Permit#79-86A(Agricultural Bldg ExE y wPermit#3463-84B,P,E,M(new single family) Permit/barn)'' 2 _ �-� { 017-170 071 0B0870016 �r - _RESiDENT-IAT rSFD Moblle l"ome SFT~ ti j l TEMP MH,'`.S&f4,§ Tj (1296):/7-170, AUNT,M ' o 7� , HONEY, } ' o`- RIPPY ALTON L & BETTE J1��'�� Y} j / I j f L�••li`l ti_ir 1,.,�'Y ni�i. �y `L lk i�'.►1i4�1 k. e:� �Tr^`•'." k f � y ;E ---.. _ �---. �__ w__ ,. _ ,_-_ - -- � - - t l r % ■R APPLIED TESTING CONSULTANTS January 13, 2008 MATERIALS TESTING, ENGINEERING AND INSPECTION D v ^may; CH LTTE Cr)i INTY County of Butte Building Division BUILDING! D.MISION 7 County Center Drive APPROVED Oroville, Ca 95965 V Re: Yurong Residence Building Pad Certification- Chico, Ca AN 017-170-071 Gentlemen: We have recently completed compaction testing on the building pad for the Yurong Residence building pad located at 2031 Honey Run Road in Chico, Ca. The building pad was constructed entirely out of native material on a very flat . cut/fill with approximately one foot of fill. The pad was tested at approximate finished pad grade. The nuclear density test data sheets and moisture density curve per ASTM 1557 are attached. Based on the test data compiled on this project, we certify per Article 3, sections 6735.5 and 6735.6a of the Business and professions Code that the pad was properly moisture conditioned and compacted in accordance with chapters 18 and 33 of the 1997 Uniform Building Code. Applied Testing Consultants is not a licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. Applied Testing Consultants.is not the foundation design:enginee'r-for this pioject. Designs for consolidation, differential settlement and bearing on fill materials are by others. Please call if you have any questions regardinj Very truly yours, Brad Forsythe COUNTY President JAN 3 1 2008 Director of Operations DEv174,rd01`NT SERVICES . C-038692 Exp. 3/31/09 Staff Engineer 3060 Thorntree Drive, Suite 10 • Chico, CA 95973 9 Telephone: (530) 891-6625 • Facsimile: (530) 8914243 r� J� APPLIED TESTING CONSULTANTS " MATERIALS TESTING, ENGINEERING AND INSPECTION ASTM 1557 Moisture/Density Curve Client: Address: City, State Zip: Attn: Project: Soil Description: Sample location: Sample depth: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: Redline Installation 103407 Garner Lane Chico, CA 95973 Rod Yurong Residence Brown Silty :Sand w/ Small to Med Gravel Mix Building Pad 12" 1 2 3 4 5 150 250 50 350 7809 7825 7598 7756 2820 2820 2820 2820 4989 5005 4778 4936 146.71 147.11 140.51 145.1 138.01 135.31 134.71 132.0 Sample No: T-1 Date: 7 -Dec -07 Tech: B. Carter Sample Weight: 5000.0 g 1 1 2 1 3 1 4 1 5 1 Rock Correction' ASTM D4718 1323.2 1226.8 1016.7 1016.1 Total sample wt: +3/4 rock wt: % of +3/4 rock: Specific Gravity of +3/4: 1 Rock adj. density: 59.2 17.25 29.1% 2.67 145.2 1249.7 1134.5 978.2 931.2 86.4 81.0 80.4 80.4 1163.3 1053.5 897.8 850.8 73.51 92.3 38.51 84.91 6.3%1 8.8%1 4.3%1 10.0% ■■■WIP 10.4-R■o■■ y 26641 x3 -11193x2 +1120.4x + 105.1301IIIIIIIIIIIIIIIIIIIIMMMM 4.0% 5.0% 6.0% 7.0% 8.0% 9.0% 10.0% 11.0% Moisture Content (% of dry weight) Max density from curve: 138.0 u I I (t UUMI W Y Max adjusted density: 145.2 pcf. jI 11_l.Opyt m.no'iis turre 0 This test was performed per ASTM 1557 RRevieweedd, b<yl- � 3060 Thorntree Drive, Suite 10 • Chico, CA 95973 9 Telephone: (530) 891-6625 • Facsimile: (530) 8914243 5% i APPLIED TESTING CONSULTANTS _ MATERIALS TESTING, ENGINEERING AND INSPECTION Nuclear Densitv Testina Report Per ASTM 1557 Report Seq. No. 1 Client: Redline Installation Page: 1 o 1 Address: 103407 Garner Lane Date: 12/6/2007 City, State: Chico, CA 95973 Tech: B.Forsythe Attn: Rod Project: Yurong Residence Soil Description: Brown Silty Sandy Gravel - Native Gauge# CALIBRATION DATA: Density Std.: Moisture Std.: Density Xi : Moisture Xi Compaction Equipment: Not Specified Req'd % Compaction Curve No.: T•1 Max Dry Density: 145.2 Opt. Moist. Content: 6.5 90% Test# Test Depth Location: Building Pad Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. . Results 1 12" East End of Pad (cut) FPG 141.7 6.51 135.2 4.8 94% PASS 2112" Middle of pad FPG 143.7 7.0 136.7 5.1 95% PASS 3 12" West End of Pad 1' fill) FPG 140.3 5.4 134.9 4.0 93% PASS REPORT: Arrived at jobsite to perform compaction testing of the above location. Performed 3 nuclear density tests at random locations as indicated above. The 3 test results indicate at least 90% relative compaction. Note: The results of these tests apply only to the soil at the location and elevation at which the tests were performed. No other conclusion is rendered based upon these tests unless such conclusion is presented in the form of a report. Applied Testing Consultants is not the foundation design engineer for this project. We are reporting soil compaction results only. Designs for consolidation, differential settlement, slope -stability, slope angles and setbacks, erosion control and bearing on fill materials are by others. UT rE CU U - 3a 11LD1 IG .o1v10I Copies to: Reviewed by. U 3060 Thorntree Drive, Suite 10 9 Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 K Vector Dynamics . "Foundation System" -by, TIE DOWN ENGINEERING,- Ind. -Installation Instructions for the State of CalfforniPa, Wind Zone i, 15 PSF Wind, Seismic Zone 4^n �8 b M/�.�•a ii"Vee I JJ BUILDING f ` I ,Std IntroductionAPPROVED These instructions describe the proper use of the lateral and longitudinal foundation system. General The Vector Dynamics f=oundation System resists lateral & longitudinal wind loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi sewon homes; • These plans and specifications meet the squiremeets of Title 25 section 13313 _ and 650 requirements. • Maximum eave width (roof overhang of sidewail) of 12" for Zone 1. The Vector Dynamics.Foundation System has not been designed for use on exposure "D° homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear wal)s, marriage line ridge beam support pots,,.e 4 frame ties and rim plates. OWNTY p 4 fl 2(108 Engineer Approval State Approval MAMUTACTURED HOMEIpt013Iz. RO" FOUNDATION MTEA HSA6 r r1 AND SAFETY CODE, MCI= ISM' APPROVED SUBIE(:T 70 CORRECi2ON3•KOM AP AOVAL fl069 TIOT AUTFIORME OR AMOVt AIR O T.VONS OR DEVIATION FROM UQUMMEM OI! "I'LICABLE STATE LAVES AND REQIRA7i0W s� of Cnl+[brrtla F+01VISIOM OV COM AND SSAMA=J $Y DE V3 L(9PME1�1T SERVICES .� SPA1d0. 7'hu il• r � •ravel E 1.0 iR.FV �si�,J �1�7/e� c,✓ E tte County Building Divi; )n MANUFACTURED HOME SUPPORT DATA R Owner's name: , P P y , 141 fo j-7 A.P.# ()/-7- 1-70- Cj --1 Home Manufacturer: Gc Id�.� u ;mac s:-4 Manufacture Year: aUp7 Model Number !Name: Width: (ft.) Length:_ (ft.) FOOTINGS: Wood - pressure treated or foundation. grade[ ] Other:[,A AR 5 ���s SUPPORTS: Concrete block [x] Other:[ 1 __... _." ... Provide manufacturer's installation manual, support blocking requirementsiandcstate approved or engineered foundation or tie down system specifications. C: TJNTY - : JAN 0 3 °2006: Pier Footina Sizes and I nnntinnc ..,,,T SINGLE WIDE Line 1 Line 2 Line 1 ---m: Section 1 Section 2 M Section 3 Line 1 Piers: Minimum size piers: [A ] X p;t' Spacing maximum: E Co ' 6 From ends maximum:. I 1 p " Line 2 Piers: . .:Minimum size pie.rS; Spacing maximum: (o 0 " From ends maximum: " Line 3 Roof Loads: Minimum size piers: Location (from front): Minimum size. piers: Location (continued): Line 4 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): MULTI -WIDE Line 1 Line 2 Line 3 Line 2 Z ine 4 (triple wide only) Line 2 Snow Load: '50 psf Piered @ 301b. load Snow Load requirements may be obtained at http://www.upstate-ca.com/butte/butte_county/ Insert AP #, view snow load in lower right comer. See page 20 Line 1 Openings: of manual...-., .Minim . um size pier:jrZ2*, Required at each side of openings over ' o wide. G aa.r IGyaa, 22.r l .15-�a. 51yy aq I 1 yV % " y 3 ,,3 l All homes blocked @ 30 psf as a standard. 9 6 • Use all ABS pads except for 5,000 lb. loads, where we will use pressure -treated pads for footing sizes. 11 1 red 6cI-+lh,),-oo m 31.3 w .lV4• W-3- C4- W -J. V, BUTTE CeIrTNTY , fl�, w JAN 0 2008 i3OPl%j'LENT' -CES SERV-� O D� MIN ir.,'ZZA STANDAFID CAFFST 7-y 3.4p Y-10 VA. ••W4 vr J,-3 W, .Y -Y )'-y LKfM FtXM MMMR alEM01 / UA#VfVK MDR= 17 1 KAU BEDF70M -5 0 TOTAL W CAJIlaR DATA TOTAL Lm uo UN Me& <X'T*fML CARPET CC offUrr 61-V ritclaw W -O* dmwfwm T4, IWO wfw 07 )o PoR 30 20 FW B8 7*30PY user o4tw 0EORXM -7 UMV. !.r : fWtER DATA 3 0 IF w 4 P5F apep (D 30 POP 30 4 04 q 46-0 Luo l IM (301 ONLY) 0 (20# & 30# 4ONLY) 13!-W CARPET LAY -OUT PIER PIER CAPBASCIlY FOOTING SIZE REWIRM (SO. IN.) FIER P" Cr I Cr FOOTING SIZE REQUIRM SO. IN.) 11 PIER L PLH FOOTING SIZE REWIRED (50. IN.) AM-. NO- PIER FOOTIM SIZE REOURED (SO. F4.1 I PBAS.1)TY CA(L 1000 P7 500 PSF 2WO I I nLi 1 1000 PSF 1 1500 PSI F 1 '2000 F 1� NO. L ) 500 PW 2000 PS (LB1000 PSF I M' 1—(L6§)' I 1000 pSF 15M pSF 2000 pSF - 2000 288 192 144 Q 4000 576 384, 288 5 6000 80 576 432 7 10000 — 1440 960 720 2500 360 240 oao .1 4 %W no 480 IW 6 8000 1152 768 576 8 IMM 1128 1152 864 GOLDERWEST HOMES DPA' r TITLE CARPET & PIER Wo"L DO. GOLDEN . ESTATE GE 48F-04 ALDANY DIVISION 245 S.W.PACIFIC BLVD. SUPPORT LOCATIONS so. Irr. DATE 1,296 12-03-03 41. ALBANY. OR 97321 541 926-8631 926-8631 Phone DRAvtlltc FU W01WATIGH ALBANY DIVISION (0- WALLS) VAAWK or . J. HENRY sw".. -A2 KVISEO — 800858-5552_Fox O CL 0 co C) W CNI m 0 cc E3 m Lij yj Lu 0 co . OF FIRM 0 0 in 00 1 ID If SAS A T 0 S? Q*-,- A T'rF* T %:7-1 c X Lam- 0 co C) W CNI m 0 cc E3 m Lij yj Lu 0 co . OF FIRM 0 0 in 00 1 ID If SAS A T 0 S? Q*-,- A T'rF* T %:7-1 Vector Dynamics "Engineered Tie Down System" by TIE DOWN ENGINEERING, Inc. Installation Instructions for the State of California, Wind Zone 1, 15 PSF Wind, Seismic Zone 4 Introduction These instructions describe the proper use of the lateral and longitudinal engineered tie down system. General The Vector Dynamics Engineered Tie Down System resists lateral & longitudinal wind loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes: • These plans and specifications meet the requirements of Title 25 section 1336.3 Sub Section A and CBC requirements. The Vector Dynamics Engineered Tie Down System has not been designed for use on exposure "D" homes within 1500 feet of the coastline. ,GENERAL INSTALLATION INSTRUCTIONS APPROVED Specification for Vector Pads Vector Pads are used in place of conventional support pads. One Vector pad provides 2 sq. ft. on single block and 3 sq ft. double block pads of bearing support. Vector Systems should be spaced as symmetrically as possible within 10' of end of home. For pier locations in between the Vector Systems, use the normal support pads. Unequal Pier Heights Mutli-section homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". Engineer Approval State Approval ENGII NEE 'F: til ST ` i1. STMIA af CdFbtfa. `T Flicvnirqg and Caoia v apmed AM'SMON Or' MNQ P fit ' ,eaiEfres:.__.. BUTTE i Cf),JNTY J^e� n 3 2008 0 0 0 N O Vector Dynamics "Engineered Tie Down System" Component Parts List Vector System -" � oma. ,.:; Part # 59018 v e Single piece pads 4 with straps and slotted bolts AF9? ®gull r coot Vector/LSD Kit Part # 59013K for single block pads ®� ®® Concrete Vector System o Part # 59036 Iry (for single stack blocks) 0 Z .. "' ...r"U Vector Tie Down Systems for the State of California Page 2 Concrete Vector System Part # 59049 (for double stack blocks) { 11/28/20015 O .. Vector Tie Down Systems for the State of California Page 2 Concrete Vector System Part # 59049 (for double stack blocks) { 11/28/20015 a ti +. Called PG&E _ Temp. Elec. Service Called P( Temp. Gas Sei Called PC " JOB FINALE[ t Signature 4 S a;t ' • PERMIT NO. 3463=84B,P,E,M r• ti PERMIT EXPIRES t J OWNER A.L. RIPPY f CONTR. Don Rippy, Paradise �A. ASSESSOR PARCEL 55-34-59 ' ''w• LOCATION -NIS Honeyrun Rd,lot 2, Chico iv. r . .�lo,<# ; 4 Temp. Power Pole a ti +. Called PG&E _ Temp. Elec. Service Called P( Temp. Gas Sei Called PC " JOB FINALE[ t Signature 4 S a;t J, = OK, , 0 = Not OK = Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS �. Date MOBILEHOME UTILITIES (Plans) OK except N's 1: Zoning Requirements—Setbacks—Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except p's 1. Zoning Requirements—Setbacks—.Easements 2. Soils; Special MH Support—Sketch 2. Footings; Size—Depth—Spacing—Connectors 3. Sewer; Location—Test-Fall-C/0—Concrete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. Water; Location—Test—Easement Needed (Sketch) 4. Wood Awn.; Posts— Beams— Rftrs.—Con nec.—Shthg.—Rfg.—Bracing 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Gas; Location—Test—Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows—Doors 7. Utility Clearance 7. Elec. Card -BI Card -BI Date Date Card -BI Date Date Card -BI 'Date . MOBILEHOME INSTALLATION (Plans) OK except p's 1. Zoning Requirements—Setbacks—Easements •Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'s 1• Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability 3. Gas; MH Test—Demand—Valve—Connector - 4. Electricity; MH Test—Crossovers—Breakers—Clearances '- 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4• Elec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7, Water and Sewer Connected—C/O to Grade—HD Approval 7, Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghig. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9. Exits; Insp.—Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date n • � .ifs. �f � � i V = OK 0 = Not OK = Not Applicable � Not Ready RESIDENTIAL (Single and Duplex) � Date LJKDERWrOOR Plans OK ex t#'s Date FRA G Continued 4 ning requirements -Setbacks -Easements Property Line Firewall & Openings t F ., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49/Ext. Doors -One 3' -Check Garage -3rd story, 2 exits g., Garage; Soils -Steel- / /" Ftg. Depth -307-ISTairs; Width -Headroom -Rise -Run -Landing -Fire Protection Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth lywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 23r5fucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D .: Fall{Wings s 2 way C/O -Sewer Test Walls; Nailing -Bolts 9. Gp Pipe; Size -Anchors ater Pipe; Test-Anchors-Regulator-Seryice Test tea;] _ _ WN'tibctric; Underground U - 12. Plenums & Ducts; Clearance -Material -Support -Ins. j 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date y Card -BI Date %4,11 1/) X Card -BI Date Card -BI Date Card -BI Date Card-BI(� Date i/ '- Card -BI Date Date FINAL (Plans) OK except H's• -6e -"Ext. Steps -Door & Sidelight Protection -Landings Card -BI ° Date Card -BI Date Date PLUMBING (Permit) OK except q's ke Detector Water Ht.; Vent -Access -Combustion Air Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Vater Pipe; Test & Anchors -Nail Protection �8! .W.V.; Test-Fttngs & Anchors -Nail Protection L500oBedroom Exiting Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access iS"Test Tub & Shower, 2nd Floor -Tub Access -61. Elec. Trim & Subpanel; Breaker Sizes -Labels -TT Gas Pipe; Size & Anchors. �$tairs & Rails Or Fireplace or Stove; Clearances -Hearth •• Alec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date Date ELEC RICAL Permit OK except p's EIgc,Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closer . Duct in Garage -Damper Fixture & Transformer Clearance -Ins. Protection (691'Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- jn Garage; Above Floor-Mech. Protection Elec. Receptacles Spacing -Lights &Switches at Doors �? p „ Elec. &Mech. Equip. Listed for Location . Size Boxes & No. of Conductors -Stapled lec. Receptacles in Garage; (G.F.I.)-Romex Protec. omex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech. Fasteners -Bond Gas & Wateruard in Attic ❑Yes ppliance Circuits in Kitchen & Conductor Size RansulatIon-Foam-Looked - 'Is & Deck Construction -Post Caps Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At "T�Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance oked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Neutral �s ❑No Following instld.: Drive ❑ Yes 02.NT-, Walks El Yes 49-NO:Insulated Planters El Yes �� 28. Service -Riser Conductors & Ground -Main Disconnect -IT17-Mucco; Brown -Finish F�uip. Clearances; Panels-Motors-Mech. Equip. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 361 -Clothes Closet Light -Shower Light Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. ater Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I G Date Card -BI Date Glass Protection t throughout House otection Card B -I Date Card -BI Date Data JAQCUANICAL (Permit) OK except H's boo"Corrections from Previous Inspections �sest-Meters Tagged; Gas -Electric .C. Ducts; Insulation & Support 8 & Sewer Connected -C/O to Grade -HD Approval 2 Vent Fan; Exhaust above Insulation Energy Compliance Certificate -Other Certificates Condensate Drain & Overflow; Size & Grade --04--F rnace-Vent; Access -Comb. Air -Return Air Vent -115V outlet *,Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI n1. Date Card -BI Date Card -BI Date Card -BI Date Card -BI i Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FR ING Plans OK except q's ills; Proper Material & Anchors IIs; Studs -Nailing, Spacing & Bracing -Plates -Sound Baring Walls over Girders & Floor Nailing K.Zaft Stop in Walls (rat proof) �Seire Stops; Furred Ceilings -Stairs -Chases -Tub Header & Beam -Size & Bearing tZoO'Hpors-Post Caps -Anchors -Connectors ten Ing. Joist-Rftr. Ties - Purl in - Roof Brac - r Shthn_g.-Rfn_g_._ fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4 rm. Windows or Exiting Doors -Sill Hgt. & Dimensions 41' -Garage Fire Protection Framing (NOTE:Anentrymust be made each time youvisit jobsite) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise - Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation. please contact this office immediately -!`� Inspector / 1�`-r., ` Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville -- Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. VA 41 Inspector__- Date_ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 53411541 Skyway and Elliott.Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when.correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. %} 1 Inspector_- _. Date_. COUNTY OFBUTTE�� DEPARTMENT`OF PUBLIC WORKS ' 196 Memorial Way, Chico — Phone: 891-2751 " 7 County Center Drive, Oroville.— Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 i CORRECTION NOTICE nwmr-p v ocm- A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or nod additional explanation, please contact this office immediately. jr#� Inspector_. _ Date_ 0� � y_�� 1 /Wv""v �, .. � �, �. .,.. Y . .; �- COUNTY OF BUTTE DEPARTMENT O.F'PU`B01t;Wd KS. - 196 Memorial Way, Chico ,'f honli: 89� 2�r.A)' 5' 7 Count Center Drive, Orovilhe — Phone: 534-4541 Skyway and Elliott Road, Paradise -= Pl.Ze;' —'9 1, Ext. 57 CORRECTION NOTICE OWNER PERMIT A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this. office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector Date Owner: A. L. Rippy Permit' No. E N E R G Y C G R T I F I C A T I 0 N .. .: -_.ass .^—..-• ..:--.�-. �...< = Y`— 2031 Honey Run Road, Chico LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF M§terial N/A Thickncns(inches) EXTERIOR WALL Material Fiberglas Batts Thickness(inches) CEILING Batt or Blanket Type Thickness(inches) Loose 'Fill Type InsulSafe III Minimum ThicknesW nches) 11 yr Arca covered(ft. ) 2100 FLOOR, ELEVATED Material N/A Thickness(inches) FLOOR, SLAB Material N/A Thickness(inches) Width(inches) FOUNDATION WALL Material N/A Thickness(inches) Brand Name Thermal Resistance (R Value) Brnnd Name CertainTeed Thermal Resistance(R Value) R-13 Brand Name Thermal Resi.stance.(R Value) Brand Name CertainTeed Number of Bags Wt. per bag 25 lb. Thermal Resistance(R Value) R— �0 Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building i�fozgnance with the State ��ifornia Energy Requirements. H ns InsuxJAtion Co . , Inc. SIG OF INSTALLATION APPLICATOR #378407 STATE CONTRACTOR'S LICENSE NO. 5/15/85 DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All egt.jipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. --1W-6 At 4, ep w»ee) FIRM NAME/O-WNLR (Please print) Cad —d, Ow,"fh SIGNATURE OF GENERA CONTRACTOR OWNd;R SPATE CONTRACT}OR'S LICENSB NO. DATE , THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 8$1-27 n 7 County Center Drive, Oroville — Phone. 534-4541 - --- - - �kywa�rtEttiotrl3oad; Barad se--Phoiie.tit8'' ° 2961,.ExL ST ,-.� NO�10E CORRECTION�. t- 7 -3 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance • exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this i: I � I Y q' fffl ,� A December 14, 1984 COUNTY OP BUTTE Building Inspection. 695 Oleander Avenue Chico, California 95926 At: Alton Rippy Butte Creek Canyon Project Our job #p84=099 ATTN: Mr. Jim Clark Dear Mr. Clark.: ASSOCIATES COFIV The following•;is our response to your request to Mr. Alton Rippy for a letter regarding the cobble for the above "referenced project. It is my opinion that the cobble is sufficiently stable to support the proposed structure. if you need further information in this regard, please do not hesitate to give me a call. Very truly yours,- (4)L C. W. BACHMAN CWB:ch ENGINEERING SURVEYING - 3012 The Esplanade, Chico, California 95926 PLANNING DESIGNING Telephone: (916) 342-4136 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - - 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 T APPLICATION AND PERMIT PERMIT NO. n' ASSESSOR PARCEL NUMBER ZO ING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC, BUILDING VAL TION O R'S MAILING A DRES -5--? r CJjNRACTOWAME f EPHONE AL Ct CONTRAC OR'S M �WNIV A RESS Fireplace CONST'NUCTIO-N LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ gmffo ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ Penalty C $ . ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDIN D R SS PLUMBING PERMIT Filing Fee 10.00 Each Trap 10 2.00 Solar Water 1 -ie? 20.00 r78� Water piping 5.00 LOT NO. SUBDIVISION NAMEPARCEL MAP l� _3 Each qas water heater or vent 5,00 `-�- Gas piping system 1 - 5 outlets 5.00 �— ,--3// USE OF STRUCTURE SF 9Duplex❑ Mobilehome❑ Other SPECIFY' Building sewer 5.00 S.0 Mobile Home JSJGJWJ 10.00e TYPE OF WORK New /Add ition❑ Remodel Utilities F1 Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 0 10h Main service EA. ADD'L 100 AMP 2.50 NEW CONST.( OWE I P.& OR ADDNS. ACC 1 M 2�22Sgft l! CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in ful force and effect. License No. 41,2 9/64 -'9/64 -'Classification �re..eraI ❑ I, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW NON -RESIT P- BRANCH CIRCTITS 2.50 ea NEW CONSTR POWER APPARATUS & NON-RESID. SINGLE OUTLET CIR. 20e50e OR FIXTURES BAL@30 Ex. OCCUp(OUTLFIXED PTs Ex. OCCUp. OUTLETS (RESID )LNS.REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. © I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating 4,00 Cooling(� ` Hood 3.00 1 3,OD Ventilation a Permit Fee $ ,0 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby 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 Co ty in conse ence of the granting of this permit. ` X Date Signature of Applicant — Own Contractor © Agent E An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERM E $ OCCOP. GROUP I TYPE OF CONST, I PARCEL PD Z7 This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIR R OF PUBLIC By � PE MIT EXPIRES Date--".-- the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. 7 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT IN Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT OFFICIAL RECORDS FOR RESIDENTIAL DEVELOPMENT '9U7 -F. COUNTY'CAI1L Section 26-8.1 of the Butte County Code requires this acknowledgement be -'recorded prior to issuance of a building permit. OCt 19 2 15 198,a The property described herein is adjacent to land or included CLCR- within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from Ff� the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing,.spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: ? Portion of the Fest ' of Section 30, Tmmsh...ip 22 North, Range 3 F,st, M. D. B. & M., describcd as follows: ID C(�� i;'!r^;CIITU at tho Northe:est corner of said. Section30: thence c: long the 1•i-;.rth line cf said Section 30, North. 870. 54' 35" 'East, 6el.01 Fcet to the Point of Beginning; thence cohtinuii* North 870 5111 35'1 F'st, 6'6:65 feet to the Northwest corner -of the"East -� of the North�;rst of said.• Section 30; thence South 000 11' 071' West, 2120.32,feet to the point in the centerline of Honey Run Road; thence along the certerlir_e of sa.id road; South 670 08' 1{7" llcst, 96./12 fnct; thonce Soiith 440 21' 5217 West,o 38^5E3' 21-" [•le.^t, 2:2.37 feet: thence SGuth 370805' �tle�tcc>uth c0 • �~, ft `et; (thence South 440.20' 221' West, 121.01- .feet; thence `cuth 1,�^ 0.0 22 lest, 336.3'5 feet; -thence South 560 03' 24" vlest, 59.h3 t: thonce loel.,ing Said centerline North 10 12' 46" East, 2835.58 .feet to the Point of Bep;inr.i ng, FXCEPTING THEkFF'ROri the follow ir.g desnrih^d'parcel.: COi--•;r•i'FNCING at the Nort.,h%rost corner of the Fastof the Northv:rst of. -.aid Section 30; thonne South 0- 11' 07" ,,e; t, 1500.0n fact to the DC?.nt of Beginning; thence continuing South 00 11' 02" ';gest, C -?n.32 `'cet to a point in the centerline of Honey Run Road; thence al.on- said centerline South 670 08' 47" Vest, 56.42 feet; thence South 1,4c),21' 52." Vest, 18.76 feet; thence lea.vi.ng said. centerline North 00 11' 07" East, 655.86 feet;'thence South 890 48' 53" East, 65.00 feet to the Point of. Beginning;*. ALSO EXCEPTING THERFMOM that portion d.ccded to County of Butte by E' rl. Gross rccnrded t..pril 5, 1978 in Book 2.2.72. of Offi.clal Records �t ncgc 22. Date: PROPERTY OWNERS: State of) On this the ) -da of 1�, before SS. me, the undersigned Notarypublic, Pers0n8lly appeared County of L/ Personally known to me. Proved to me on the basis of satisfactory evidence. to be the person(s) whose iiame(s) l5 subscribed to the within •instrument and acknowledged .that 4..-- executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my-hand and official seal. a Notar is Present A.P. No. OFFICIAL SEAL JOAM ®ANSBY 10o::TARY PUEIUC-CALIFORNIA Principal 011ice in BUTTE County y Commission Expires Aug. 15, 1988 I, i 0 RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY FOR Owner '_ (Q�y Climate Zone Permit No.. 63 �� Floor Area Compliance path: Package ❑ A ❑ B 13C P§7P':'oint System ❑ Budget ❑ Other MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: Roof/Ceiling 0 f ® Wall U-. ro t54413 ❑ Slab Floor Perimeter ❑ Raised Floor (2) INFILTRATION: ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. ® (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. ® (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstrippJed. Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ❑ (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: (A) Location ® Area Gla ing %Floor Area Total Bldg Single Double Triple ® North ,t, ❑ East South 133 ❑ West O ❑ Skylights O (B) Shading Shading Coefficient Description ❑ East ® South ❑ West ❑ Skylights ® (C) South Overhang Length of projection _2_ft. Description i ❑ (D) Moveable insulation: Area ftZ Description (E) Thermal mass ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. 'HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area -Ft.Z HC= R= MC= Location 7/83 (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 �� ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING. VENTILATING; AIR CONDITIONING SYSTEM (A) ".Heating ❑ Central Gas Furnace (brand and model number) SE Btu/hr (heating capacity) ® Heat Pump. % S s7• (brand and model number) Btu/hr (heating capacity at 47°F) ❑ Active Solar *type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope ❑ Other (describe) *1 (B) Coo ling ❑ Electric Air Conditioner. (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) ' Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. ❑ (D)'AN AUTOMATIC SETBACK shall be'provided for all thermostats, except those controlling heat pumps. ❑ (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 (6) DOMESTIC WATER SYSTEM (A) Gas Only (brand and model number) (tank size) Heat Pump w/Electric Backup Gallons 2 (tank size) ❑ * Active Solar FORK 1 Gallons (brand and model number) (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) _ ft '(backup heater type, brand and model number) (collector area) (collector.orientation) (collector tilt) Location of Solar Panels Other (Describe) ® :(B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. ® (C) PIPE INSUTATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space'shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall.be insulated in accordance with T20 -1408(d). ® (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING ® (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J,.sizing charts (form #4) or other approved methods, section 2-5352(8), and fill out the following Heating: Winter design temperature ��°, elevation 8 O ', heating load j2,?BTU elevation factor x heating load = maximum outlet capacity gas furnace 00 BTU Cooling: .Summer design temperature /��, cooling load U (USE ONLY AS A SIZING GUIDE, COOLING MAY BE.INADEQUATE) *2 Submit T.I.P.S.E. chart or,other approved system (form #5) to document sizing of solar panels.. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 SIGNATURE OF B I ING DESIGNER OR APPLICANT 3 OWNER RESIDENTIAL PLAN CHECKING GUIDE (S.F.$ DUPLEX,.&,MISC. ONLY) Bldg. Permit l A.P. #k A. GENERAL 1. Zoning requirements (sideyards and parking). 2. Valuation. 3. Signature by R.C.E. or Architect (if,required). B. PLOT PLAN Le' Complete parcel size and dimensions. 2. Setbackq, sideyards, easements, etc. 3. Other buildings or structures. 4. Grading, fills, drainage. C. FLOOR PLAN 1. .gomplete to scale plan with dimensions. W.Required windows for light.and ventilation (Sec. 1405). Required windows for second exit (Sec. 1404). 4. Allowable glazing for energy requirements (20% max. per.State law). r� &----Human impact glass '(Sec. 5406). �eqpared room sizes, ceiling heights (Sec. 1407). 7• .F.C.I.'s`in baths and exterior outlets (Sec. 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of echanical equipment. .�. Locations of water heater, heating & cooling equipment, other electrical or gas equipment - and plumbing fixtures. 10 --Garage firewall, door size, and closer (Sec. 503(d)(4)). 1 - 3'0" exterior exit door (Sec. 3303d). , 12/F;=ap ... 1. ___, ;..n. WOo0 SGav� la3/Smoke detectors'(Sec. 1413). D: STRUCTURAL DETAILS' &' Foundatiom plan complete enough to construct building. --2 -_F_1'oor construction details complete enough to construct building. g•-'*- Elevations and wall construction details complete enough to construct building. +�-Roof construction details complete enough to construct building. replace construction details and calcs if over one-story in height. sufficient, data and details to satisfy energy insulation requirements (State law). E. MISCELLANEOUS ITEMS TO LOOK OUT FOR 1. CCX plywood on exposed locations and overhangs. -2—. Stairway details (Sec. 3305). -3. Guardrail details (Sec. 1716). -:� Brick or stone veneer (Chapter 30). _� exterior plaster - weep screeds (Sec. 4706 & 4708). ''"�xoper roof pitch for roof covering (Chapter 32). / Rafter ties or bearing ridge beam. �9�Garage door or porch header sizes. 941**�Adequate.bracing. 44 -'-'riV-Eng area over garage -,complete 1 -hour separation required including supporting walls and posts, etc. 11. Two (2) exits on three-story dwellings (Sec. 3302). a GLAZING PLAN.TAKEOFF SHEET 3-5 North Glazin& QUANTITY SIZE AREA (SQ.FT.) (b). x _ (c) �_ x (d) ._x (e) x _ Total North Glazing = Vis_- (SQ.FT.) (a+b+c+d+e) TOTAL NORTH TOTAL BLDG' CONVERSION TOTAL % GLAZING FLOOR AREA. FACTOR NORTH GLAZING -x 100 % SQ.FT. SQ.FT. 3-7 South Glazing (a) QU NTITY�' CZE .AREA (SQ.FT.; (b)_ x _ (c) x = (d)' x _ (e) x = :Total South Glazing. _ (SQ.FT., (a+b+c4d+e ) TOTAL SOUTH TOTAL BLDG, CONVERSION TOTAL % GLAZING `FLOOR AREA' FACTOR SOUTH GLAZING � _ x 100 _ % SQ'..FT . SO"_. FT. 3-9 Skylights QUANTITY SIZE AREA (SQ.FT.) (a). x _ (b) x _ (c) x = Total Skylights = �_ (SQ.FT.) (a+b+c) on 3-6 East Glazing QUANTITY SIZE AREA (SQ.FT) (a) x (b) X (c) x _ (d) x e (e) X Total East Glazing.- G (SQ.FT.) (a+b+c+d+e) TOTAL EAST TOTAL BLDG CONVERSION TOTAL.% GLAZING FLOOR AREA FACTOR EAST GLAZING U x. 100o _ % SQ.FT. SQ.FT. 3-8 West Glazing QUANTITY SIZE AREA (SQ.FT.) (a) x (b) x (c) x (d) x (e) x Total West Glazing (a+b+c+d+e) TOTAL WEST TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR .''WEST GLAZING s x 100 TOTAL SKYLIGHT TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR SKYLIGHT GLAZING x 100 = SQ.FT. SQ.FT. OWNER AP� PERMIT NO. SQ.FT. .SQ.FT. 7/83 ' ZONE11 OWNER_ ) . L. 1 POINTS PERMIT NO. _3A(6ASSIGNED ACTUAL 1. SLAB - INSULATION NONE 2. RAISED FLOOR - R-19 44 3. CEILING - R-30 4. WALL - R-19 Q 1 3 � 5. NORTH GLAZING. - 2.4-3.6-/ �.. 6. EAST GLAZING - 2.5-3.6% 7. SOUTH GLAZING - 1.6-3.6% 7.-/ -00 8. WEST GLAZING - 2.9-3.6% O t 9. SKYLIGHT - 0-1.3% D 10. SHADING (Exclud'e Overhang) EAST O - .67-.82 d SOUTH %.�- .19-.42 WEST Q - .13-.36 .SKYLIGHT - .37-.57 11. HORIZO14TAL SOUTH OVERHANG 2' O 12. MOVABLE INSULATION - NONE 1�. INFILTRATION (Standard=0)(Tight=+12) SNS 0 14•, THERMAL MASS SF 15 GAS FURNACE (SE) 71-76% 16. ' HEAT PUIiP (EER) 7.5-7.9% 17. DUAL PACK (SE, SEER) 8,0-8.3/71-76% 13. ACTIVE SOLAR 60;1 HIN (NONE) 1.9. ZONALLY CONTROLLED ELECTRIC 20. SOLAR WITH GAS BACKUP (H14) 21. OTHER - NO ELECTRIC (H11)fJ wo . 14ftp sw 3 ITEMS SHO1dN ZERO NTS t sac 6 17 _ -able 3-1. Slab Floor Points Table 3-2. Ra T- I T r Tn^ula- I R -Value of Insulstlon I I &-Value of I tiun I II Insulation Depth, _r I I Inches 1 0-2 1 3-4 1 5-6 1 7+ 1 7- I I 1 1 I I I Deov3 --12 II I-s f;; -i15 -3 I 16 - 19 1 -5 I -2 I 20 + 1 -S 1 -1 I I I -s -2 I -1 1 0 I -s I -1 1 1 01 1 +1 I I I s 1 2 ( ! 3- 18 I 1 •19+ � 6o�tl -4' +2 0 7/7/83 s Table 3-3a. Ceiling Insulation Table 3-7. South-Facin3 Glazing Pts Table 3-10.Shading, Coefficient Points Points �- I ( I I Glazing Iype I R -Value of Insulation I Points 1 I Total 1 ! i I I 1 x of I Sngl, I Dbl, Trpl, I Floor I (U - I (U - I (U- I I 19 I -4 I I Area 11.10) 10.65) 1 0.41)1 1 22 1 -2 1 1 I oints [points Iointsl I 3a - I ,a- I o +3 +3 + g 1 38 1+2 1 1 up to 1.5 1 +2 1 +2 1 +2 I 1 49 1 +4 1 1 1.6- 3.6 1 -1 1 0 I 0 1 i I I I 5.3- 6.5 i 6 1 -4 I 3 I I 6._6- 7 1 -9 I -6 1 -5 I I 7 8.9 1 -11 I "-r 1 -7 I 1 9.0-10.0 I -13 I -10 .I -9 I Table 3-4a. Wall Insulation Points 1 10.1-11.5 I -17 1 -13 I -11 111.6-13.0 I -21 i =16 I -14 I I R -Value of Insulation I Points 1 113.1-14.5 1 -25 I -19 I -16 I ! I 114.6-16.0 I -28 1 -22 I -1.9 I I 11 I -7 1 1 I I I I I 19 1 0 1 Table 3-8. West -Facing Clazin Pts. 1 24 I +2 I 1 30 1 +3 1 1 Total Glazing Type 1 I I I I I x of I Sngl, I Dbl, Trpl, Table 3-5. North-Facin Glazin Pte I Floor I (U - 1 (U - I (U - I �- I Area 1 1.10) 1 0.65) 1 0.41)1 I 1 Glazing Type 1 I [points I oints I ointsl I Total i 1 up ttoo 1.3 1 ++5 1 *-M- 1 +6 1 I x of ST, Dbl, Trpl,l 1 1.4- 2.2 1 +3 1 +4 1 +5 1 I Floor I U- l u- I U- 1 1 2.1- 2.8 1 0 1 +21 +3 1 Ates 10.66 1 0.42- 10.41 1 1 2.9- 3.6 1 -3 1 0I +1 1 I 11.10 1 0.65 I down 1 1 3.7- 4.2 1 -5 1 -2 1 0 1 O 1 + 4 1 + 4 +4 1 1 4.3- 5.0 1 -8 1 -4 1 -2 1 I 0.1- 1.2 1 +4 ! +4 j +4 1 1 5.1- 5.6 1 -10 1 -6 1 -4 I 1.3- 2.3 1 +1 I +2 I +2 1 1 5.7- 6.2 1 -13 1 -8 1 -6 I i 2.4- 3.6 1 -2 I 0 1 +1 1 1 6.3- 6.9 1 -15 1 -10 1 -7 I � -1 1 'I 7 1 2 -3 1 7.0- 7.6 1 -18 1 -12 1 -9 1 4.9- I 1 6.2- 7.3 1 -9 ! -6 I -5 1 1 7.7- 8.2 1- 3 1 -14 1 -11 I 1 7.4- 8.2 1 -12 1 -6 1 -7 I 1 8.3- 8.8 1 -22 1 -16 1 -13 ! 1 8.3- 9.7 1 -14 1 -10 ! -8 1 1 80:9- 9.5 1 -25 1 -18 1 -15 I ( 9.8-10.8 1 -17 1 -12 1 -10 1 I 6-10. 1 -27 1 -20 1 -16 I 110.9-12.0 1 -19 1 -14 1 -12 I 110.2-11.0 I -'l9 !- 3 1 -17 I 112.1-13.2 I -22 I -16 I -13 1 1 11.1-11.8 1 -35 1 -26 I -21 1 113.3-14.5 I -22 1 -16 1 -15 1 1 11.9-12.7 1 -38 1 -29 1 -24' I 14.6-15.3 1 -27 1 -20 i 17 1 ( 12.6-13.5 1 -42 1 -32 1 -21 -! � 13.5-14.3 1 -46 I -35 1 -29 I 1 14.4-15.2 1 -50 1 -33 1 -32 1 I I I I Table 3-9. Skylloht Points Table 3-6. East-FacIng Glazing Pts. I I Glazing Type I I 1 Glazing Type I I Total I --) Total I I I x of T SngI, Dbl, Trpl, 1 x of 1 Sngl, Dbl, Trpl, I Floor I U- 1 U - l U- I I Floor I (U - I (U - I (U - I I Area10.66- I 42- i 0.41 I Area 1 1.10) 10.65).1 0.41)1 1 11.10 I 65 I down I I Ines (points 1 ointsl -j--r T_ PL; + 4 +<_T I up to 1.3 1 -1 0 1 0 1 I up to 1.3 I +3 I 1 +4 ! I 1.4- 2.2 I - 1 -2 I -1 1 I 1.4- 2.4 1 +1 1 +2 1 +2 1 1 2.3- 2.8 i I -4 ( -3 1 I 2.5- 3.6 1 -1 1 0 1 0 1 1 2.9- 3.6 1 9 1 -6 I -5 1 I 3.7- 4.6 I -5 1 -2 I -1 1 1 3.7- 4.2 1 11 I -8 i -6 1 I 4.7- 5.6 I -8 1 -4 ( -3 1 1 4.3- 5.0 1 -14 1 -10 i -8 1 I 5.7- 6.7 1 -10 1 -6 i -5 1 1 5.1- 5.6 -16 1 -12 1 -10 I I 6.8- 7.7 1 -13 1 -8 I -7 1 1 5.7- 6.2 -19 I -14 1 -12 1 I 7.8- 8.7 1 -15 1 -10 I -8 1 1 6.3- 6. 1 -21 1 -16 1 -13 I I 8.8- 9.7 1 -1.7 1 -12 1 -10 1 1 7.0- 7 1 -24 1 -18 1 -15 I I 9.8-11.2 1 -21 1 -15 1 -13 1 1 7.7- 2 1 -26 1 -20 1 -17 i 111.3-12.7 1 -25 1 -18 -1 -15 1 1 8.3- .8 1 -28 1 -22 1 -19 I 112.8-14.0 1 -28 1 -21 1 -18 1 1 8.9- .5 1 -31 1 -24 1 -21 I 14.1-15.3 1 -32 1 -24 1 -20 1 1 9.6 0.1 1 -33 1 -26 1 -22 I 4---- ------. SC by I 1 Orien- ! : Floor Area cation 1 +41 I East I I 3.2 I I 1 0-3.1 I to 1 6.4 up 6.3 j ..0. +0 I +2 I .-20-. 36 I 1 -1 I .37-.66 i 0 I 0 1 0 I .67-.82 I 0 1 0 ! -1 .83 up i 0 i -1 i -2 South 1 0 1 3.2 1 6.4 1 8.0 1 9.E I I to I to I' to I to I up I 1 3.1 16.3 17.9 19.5 I 0 -.18 1 0 1 +1 I +2 1 +2T__ +22 IT a3 I .19-.42 1 0 1 0 1 0 1 0 1 0 I "'-'A60 I -1 I I ' 0 1 -2 I -41 -4 I -6 West 1 .1 1 1.6 1 3.2 1 6.4 1 8.0 I to I to I to I to I up i 1.5 13.1 16.3 17.9 i I I I i I 0_.12 i o ( +1 I +3 I +6 1 +7 .1 1 01 01 01 01 0 .37-.57 I 0 1 -1 1 -3 I -6 1 -7 .58-.82 I -1 I -3 1 -6 1 -12 1 -15 .83 up I -2 I -4 1 -8 1 -16 1 70 I I I I I Skylight I .i I .8 1.�1. 4. 9 IIto to Ioto �1_5 I�s.z 0-.12 1 0 +1 1 +3 I +6 I +7 .13-.36 1 1 0 1 0 1 0 1 0 .37-.57 0 1 -1 1 -3 I -6 I .58-. I -1 1 -3 1 -6 1 -12 I -. .83 p I -2 1 -4 1 -8 1 -16 1 -20 Table 3-11. Horizontal South Overhane Points r ---I South Clazing Length Out I Area, x of Floor I I from Wall I ft r - I 1 0-6.3 I 6.4 up I I I I I 10.6 - 1.0 1 -2 1 -3 I 11.1 - 1.9 1 -1 I -2 I 1- 0 Table 3-12. Movable Insulation 1 Points Moveable Insulation 1 I Area, x of Floor Points I 1 0 1 1 +2 1 1 /:7.'5 1 +41 I +6 I +8 1 Table 3-13. Inf!1ti3tion Control Feet_:res Points I Control Features 1 Points I T_ I I I Standard I 0 I I I t ^.9 air changes per fir I I I I i I Tight I +12 I I I I 10.6 air changes per hr I I I I Table 3-15. Gas Furnnce Without __ Refrigeration Cool_r.g Poincs 1 I Seasonal Efficiency I Inca I (SE), z I 1- I I 71 - 76 I 0 1 i 77 - I +2 I I 8 - 88 ( +4 I 1 9 - 94 I +6 i I 95 up I +8 I i I I Table 3-16. Neat PumD ?otnts T , I Energy Efficiency I Points I I Ratio (EER) ! I I 7•0 +3 _ 7.9 I I o- 3I '' I I 8.4 - 8.7 I +9 I 1 8.8 - 9.1 I +12 I I 9.2 - 9.6 1 +15 I I 9.7 - 10.2 1 +18 I 1 10.3 - 10.8 I +21 I 1 10.9 - 11.5 I +24 I 12.3 I +27 I I 12.4 - 13.2 I +30 I I I I Table 3-17. Cas Furnace With Refriveration Cooling Points `Refrigeracionl Gas Fu ace I i Cooling I S� t I1 7 1-17 7 3- 89-195 1 I 17ti 21 881 9415 uo i i 8.0 - 8.3 Oi +21 +-4i +61 +8 1 I 8.4 - 8 I +21 +41 +61 +91+10 1 1 8.8 - 2 1 +41 +61 +61+101+12 1 I 9.. 9.7 1 +61 +81+101121+14 1 10.3 1 +311-101+121+141+16 1 I ! 4 - 10.9 1+1G;+12j+1:1+161+18 I I .0 - 11.5 1+121+1:1+161+'181+20 1 7/7/83 ZONE 11 TABLE 3-14 (AOADiEO) INTERIOR THERMAL MASS POINTS AREA 1,000 1,500 +4 ?0 2,000 4 +8 2,500 , 48 55 3,000 56 I 3,500 I +18 . 1 I 72 up 4,000 ft2. /,SGO 5,000 SQ. FT. 5D 100. I A B C 2 2 2 4 4 4 D 2 2 A 2 2 B 2 2 C 2 2 D 0 1 2 A 2 2 8 2 2 C 2 2 D 0 2 A 8 0 00 I 2 2 C 2 D 0 0 A 0 2 B 0 2 C 0 2 1) 0 0 A 0 2 S 0 2 C 0 0 D 0 0 A 0 2 8 0 2 C 0 0 D A 0 oc 0 2 6 2 C o 0 G�: c OI 0. D 0 0 0 0 _ 0 1 150 6 6 6 4 4 4 4 2 2 •2 2 2 2 2 2 2 2 2 2 2 2 2 2 2'2 +7 2 2 0 2'? UO -8.99 2 0 2 2 2 61 200 ?so 8 8 6 10 10 8 4 6 6 6 6 6 4 6 2 4 4 6 4 6 4 4 2 2 4 4 4 4 2 4 2 2 2 4 2 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 '.2 2 2 2 2 2 2 Z 2 2 9 1 -! 309 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2. 2 2 2 2 2. 2 2 2 350 14 14 12 8 10 1G 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 1 4 4 2 2) 2 2 2 2 400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6 - 6 4 2 4 4 4 2 4 4 4 2 I 4 / 2 2I 4 2 2 50) 6n3 793 2)0 903 L OCO 1,100 1,200 1,11.0 1,400 1.100 i 2,30:1 I 2,50'0 J,D00 3,500 4,930 4,500 18 18 16 22 20 18 24' 24 20 126 14 22 28 28 24 30 JO 26 .32 32. 28 34 32 30 34 34 32 34 -34 32 36 34 74 10 12 14 16 16 18 20 22 22 24 24 12 14 18 20 22 ?2 24 26 28 28 30 34 I 12 14 16 16 20 20 24 26 26 28 30 34 10 12 11 16 IB 20 22 22 24 26 26 32 6 8 10 10 12 14 14 16 16 18 18 22 10 12 14 14 16 10 20 22 22 24 24 JO 34 10 12 14 14 16 18 20 20 22 24 24 30 34 8 10 12 12 id 16 18 18 20 20 22 26 30 6 G 3 0 10 10 10 12 12 14 14 I22 18 22 I30 R 10 10 12 14 14 16 18 18 20 26 34 8 10 10 10 14 14 16 18 18 20 20 26 30 32 6 8 10 l0 12 12 14 14 1C 18 18 22 26 30 4 6 6 6 b 8 8 ( 10 10 12 12 16 18 22 6 8 10 10 12 12 14 14 1J 18 IB 22 26 30 32 6 8 10 10 12 12 '14 14 14 16 18 22 26 30 32 6 6 8 8 10 13 12 12 14 14 16 20 24 26 70 4 6 4 8 6 8 6 10 6 10 6 12 8 12 8 14 8 14 10 14 10 1 16 14 20 16 I24 18 12826 20 10. 32 6 G 8 R 10 10 12 12 12 14 16 20 24 30 32 6 6 6 8 36 10 10 12 12 12 14 18 22. 24 26 30 2 4 4 4 6 6 8 6 8 8 12 14 16 124 la 128 20 130 6 6 8 I o 3 Il0 110 •12 112 14 14 18 22 32 5 6 6. 6 8 10 10 12 12 14 14 18 22 24 28 30 32 4 6 6 6 '8 8 10 10 10 12 12 16 13 22 24 16 28 Z 44 4 1 6 4 1 6 4 I 8 4 8 6 I 8 6 1 10 6 110 6 112 8 ' '2 a 117 10 116 :2 20 14 22 16 26 18 20 20 30 6 F 6 8 0 10 10 10 1? 1: 16 2G 21 24 2b 30 4 4 6 6 6 C 9 8 10 1G 10 3: 18 20 22 24 t6 2 2 41 4I 4 1 4 j 61 6 i G t ! (,I F,! 1� I 14 1, 1 1 1 :E'j 4 I• 6 6 6 8 r, 1•J 10 10 10 li 14 is ?4 15 <S 4 6 6 6 8 8 e In 10 13 12 14 1; ,4 25 .y 4 4 R 6 6 C f 8 F. 19 1,: 12 16 20 2: ?= j 2 1 2. 4 r. 4 i 1 6 u 1 '. 1 o i h' I •'• la if � �32 12 1i 23j IJ 76 12. 1 A) 1. 3'3" Concrete Slab: HC -8.93; R-.29; Factor -7.3 2. 3 3/4" Thick Comnon Brick: IIC=7.125; R-.13; factor -7.3 3) 1. 511" Concrete Slab: HC -14.106; R-.458; F4ctor-7.1 C) 1. 8" Solid Filled Block: HC -26.63; R-1.93; Factor -6.1 2. 8" Solid Filled Block With Both Sides Exposed To Conditioned Air. NOTE: Use all square footage directly exposed to conditioned air for Thermal',Mass Area: HC=10.164; R-.965; Factor -6.1 D) 1" Thick Concrete/Tile: HC -2.55; R-.083; Factor�-3.7 Table 3-19. Zonally Controlled Electric Rcslntanee Space I(eating Points I Points for this measur^ will Table 3-20' Solar Water Heatlnz With Gas Barkan Points be eomp!eted after he CEC I I has approved a ternative I Component Packa for Resistance I Beat. , I Table 3-1 Active Solar Spnee liestine with Gas Points Net Solar Fraction I Poincs I i (`S1•), Z i I I I IIIIII 0- 6 0+2 1 23 +4 ?0 +6 3 39 +8 4 II : +10 IIIIIII 48 55 +12 56 +14 I I 64 - 71 I +18 . 1 I 72 up 1 +20 I wood stove 4/33 points'(no back up) casablanca. fan + 1 point Multifamil (per unitpoints) Floor area Net Solar Fraction (NSF), Z per unit, ft2. 0.9 10-19 20-29 30-39 4 50-59 60-69 70-79 , 600-799 0 +3 +10 +14 +17 +21 +24 800-999 0 + +5 +8 +11 +14 +16 +19 1,000-1,499 0 .2 +4 +6 +8 +10 +12 +14 1,500-1,999 +1+3 +4 +6 +7 +8 +10 2.(',()0 and u 0' +1 +2 +4 +5 +6 +7 +9 All ers ( e. buil.ding points) _ UO -8.99 0 +5 +lU r14 +1� 9 +24 +-9 � +34 900-999 0 +4 +9 +13 +17 +il +26 +30 1,00D-1, 199 0 +4 •1.7 +11 +15 4.19 +22 +26 1,20(r1,499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1,g99 0 +2 1-5 +7 +9 +12 +14 +le 2,000-_,999 0 42 +3 +5 +7 +8 +10 +Ii 3,060 ai.d uo _0 +1 +3_• +4 +5 +7_ +S +10 Table 3-21. Other Water 1!eating PcS. i System Type i Points I I I 1 Cas Only I I I I Beat I I Solar with Electric I I I Resistance Unckup I 1 Meeclny the Require- i I 1 menta In Part 2 I 0 I I I ! Elkccrtc Resistance I (_ I only 1 -SO FA LL cI 7/ g /moi Gee I'l-e- J BACHMAN & ASSOCIATES 3012 The, Esplanade, Chico, California 95926 Telephone: (916) 342-41,36 Date November 13, 1984 COUNTY OF BUTTEMrJim-Glanders TO Attention ,. `Building Department - #7 County Center Drive Project Alton Rippy Oroville, California 95965 - Our job #84-099. s . Job No. WE ARE TRANSMITTING: THE.F•OLLOWING: FOR: Under separate cover Your approval xx Herewith One copy July 5, 1984 letter, xx Checking - Via mail Y Your files e Via U.P.S. - Quotation Via Greyhound y Construction Payment Processing REMARKS:• Per your telephone request this date. I hope that this will satisfy your requirements. Please contact this office if t additional information will be'necessary. Very'truly yours, I BACHM ENGINEERING CWB : ch By ENGINEERING SURVEYING ..PLANNING DESIGNING' July 5, 1984 COUNTY OF BUTTE Department of Public Health 197 Memorial Way ,Chico, California 15926 i AEc Alton Rippy Butte Creek Canyon AP# 55-34-58 Our job #84-099 ATTN: Mr. Vance Severin BACHNIAN ASSOCIATES Dear Vance: I have made a topographic survey of the referenced parcel of land and ave determined that all the proposed buildings and leaching: reas lie at least six (6') feet above the high water .elevation in that .area. 'if I can'answer>any questions you may have further regarding this project;, please do not hesitate to give me a call. Very truly yours, C. W. BAC" CWB:ch ENGINEERING SURVEYING PLANNING DESIGNING nn,n r,__ r__�_.....a.. .,•�.::... oknor, . tPloshhinne- (916) 3424136 j July 5, 1984 COUNTY OF BUTTE Department of Public Health 197 Memorial Way ,Chico, California 15926 i AEc Alton Rippy Butte Creek Canyon AP# 55-34-58 Our job #84-099 ATTN: Mr. Vance Severin BACHNIAN ASSOCIATES Dear Vance: I have made a topographic survey of the referenced parcel of land and ave determined that all the proposed buildings and leaching: reas lie at least six (6') feet above the high water .elevation in that .area. 'if I can'answer>any questions you may have further regarding this project;, please do not hesitate to give me a call. Very truly yours, C. W. BAC" CWB:ch ENGINEERING SURVEYING PLANNING DESIGNING nn,n r,__ r__�_.....a.. .,•�.::... oknor, . tPloshhinne- (916) 3424136 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. W X� 14 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. ASSESSOR PARCEL NO. AG ZONING to J OWNER ' A 1-7o- /v 13 J; P, PHONE NO. e e OE P �z OWNER'S ADDRESS 9103/ Ho Ni= d• C /S�i C o C Iq , f 9,5-7.2 S LOCATION OF BUILDING 0 Wz-7 s o s i d .e 0 3 / /-/6 /V e y /Ipq IV ci USE OF BUILDING 8 � /i' /1/ — (f 11 F — NA - ,/- y I /i� X117' S b E SIZE OF STRUCTURE A D X -3 D = 600 SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING sheaf FLOOR TYPE -5 ee,�. M���� G. AVim/ ESTIMATED COST OF CONSTRUCTION $ 'AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: FRONT ,`� k-- ! SIDES 0 - L 0 REAR /0 - 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. Date /0-/- y-(� Permit Fee - $25.00 Signature of Owner 11&X �1-17 -�`L The above described AG Building is exempt from a building permit. Receipt No. 7 Director of Public Works BY Date White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant I a 92-48580 92-0485801 Rao Few 17.00 IMOZIM13iG PFxiUEgM AY and I Chwak' 17.00 N -hen P.mocsdad Mail to: Recorded 1 Mr . and Ms. Alton L. Rimy Official Rwoords 1 2031 F4my= Road County of 1 Chico, CA. 93928 Butte I Candaoq J. GVU bbw I !fail TaX Statamltta to Above Ad*-ess Rwcorder 1 IKDIVMUAL GRAttr DEM B13Oan 22 -Cot -92 I PUBL XX 3 (Rccluded frau Prcposition 13) Otte urder>signed G ntcr(s) dwiare(s) -sign Dou otaFy Trara fei Tax is $-0- Mam TS M CIMMWAMCM F3T2 TttI9 'If77imm %� Abow ims Mw— A? NO. 11-25-0-059 PTN reserved for Recortiar's We 7$aS TS A TFANS'r'FR TO A R6wCA.S.Y MM OF *MCH M GRWXR(S) IS (ARE) BOTH TS SMMM(S) Abd M B_r=- Cx14'iY (IES) . TMRrx- RE, UIOM SE=C N e2 OF =- PZVMM & =lf Ou CODE, 'S•L TRANSrjilt i9 %f0' ED MR'I m CHAMS OF OWNERSW FFMSIONS. TYM TPLMIS N*M T8: TFL AIAW L. RIM ACID EETrE a. RIM FAMMY WOM GAtnw(3) i AX= L. F"PM Arid BET'TE J. RIM hereby grants) to: AMW L. RIPPY and BE= J. RnTy . AS RATED (a) of the Tits ALTW L. RtM Atm BATE J. RtM uN7 �'��JGr creaatted on the following cleersibad real property in tJtieXaft1 w' County cf Bottia,_ StAte df califormia, Assesear'9 Parcel Number 011-•250-059-000, ibed as f0110618: (Ooffitly kromn as: 2031 Hmw& vat Reed, Chico, ch) SSE EXHIBIT "A" ATTACIED HHRBTO AID NA09 A APRT HSRROP. State or CafoJrnix oo=t:y Of Imo_ - ALM L. MW J. an thio _ day or 195 e the urder•eigted, a Notary Public in for said Cb=ty and State, pandlally apoGmrad AIXW L, RU*v and BEM T. RIPFY, 6tso proved to FIB on the basis of satisfactory evidelca to be 0% person(a) Noose nacres Are Isukecribed to the within iratru;t nit and acknowlated that 'hey, executed the 9eme. Wittxaee ry hard aid official coal. ' 1 o for sad County 90 OST>;eLAi, sIu1L LESLIE A. MYEas wWa QUAPOPWA M 00 4. i N4 Description: Bctte,G3 Doc=ent-Year.DocID 1992.Q8560 Page: 1 of 5 Order: 123396 Contaert: 4 EXHIBIT "A" DESCRIPTION 92-48580 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CA. IA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: �BCElt I -A PARCEL 1, AS SHOWN. ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF T'riE COUNTY OF BUTTE, STATE OF CALIFOPI;IA, ON JULY' 29, 1992, IN ROOK 126 OF MAPS, AT PAGE(S) 13 XNU 14. RESERVING THEREFROM AN EASEMENT FOR ROAD AND PUBLIC UTILITIES, AS SHOWN ON SAID PARCEL MAP. A 60 FOOT WIDE ROAD AND PUBLIC UTILITY EASEMENT LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHWEST CORNER OF PARCEL 3, AS SHOWN ON THAT CERTAIN RECORD OF SURVEY MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 6, 1978, IN HOOK 64 OF M"S, AT FAUE(b) , 3ts, TMENC:E LEAVANU SALU POINT OF COMMENCEMENT ALONG THE WEST LINE OF SAID PARCEL 7 SOUTH 00 DEG. 11' 07" WEST, 545.65 FEET TO THE TAUS POINT OF BEGINNING FOR THE FOLLOWING DESCRIBED C£NTFRLTNEI THENCE LEAVING SAID POINT OF. BEGINNIN.G . AND :.SAID. WEST LINE SOUTH 56 DEG. '29'. 40" .WEST, . 114.94 FEET TO TRZ TERMINUS OF SAID CENTERLINE. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN,THE BOUNDS OF PARCEL IrADESCRIBED HEREIN. A ]PORTION OF SECTION 30, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M., DESCRIBED AS VOLL.OWS: AN EASEMENT FOR ROAD AND UTILITY' PURPOSES 60.00 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMEHCING AT A POINT THAT BEARS NORTH 0 DEG. 11' 07" EAST, 481.23 FEET FROM THE SOUTHWEST CORNER OF PARCEL 3 AS SHOWN ON THAT MAP RECORDED IN BOOB( 64, PACE 38, OFFICIAL RECORDS; THENCE SOUTH 89 DEG. 48' 53" EAST, 17.58 FEET TO THE POINT OF BECINNING) THENCE NORTH 48 DEC, 48' 30" EAST, A DISTANCE OF 180.4a FEET/ THENCE ALONO A CURVE TO THE RIGHT IIAVING A RADIUS OF 150.00 FEET, A CENTRAL ANGLE OF 28 DEG. Ol' 10", A DISTANCE OF 73.35 FEZTJ THENCt NORTH 20 DEG. 47' 20" EAST, A DISTANCE OF 141.87 FEET) CONTINUED Description: Butts,CA Document-Xear.DoCID 1992.48580 Page: 2 of 5 Order: 413396 concent: V 92-48580 PARCEL,_ CONTINUED THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 150.00 FEET, AND A CENTRAL ANGLE OF 25 DEC. 10' 20", A DISTANCE OF 65.89 FELT) THENCE NORTH 45 DEG. 37' 30" EAST, 266.69 FEET) THENCE NORTH 29 DEG. 36' 00" EAST, 125.59 FEET) THENCE ALONQ A CURVE TO THE RIGHT HAVING A RADIUS OF 200.00 FEET, AND A CENTRAL ANGLE OF 24 DF.G. 47' 35" A DISTANCE OF 86.54 FEET, THENCE ALONG A CURVE TO THE. LEFT HAVING A RADIUS OF 125.00 FEET, AND A CENTRAL ANGLE OF 79 DEC. 24' 45" A DISTANCE OF 173.25 FEET) THENCE NORTH 26 DEG. 01' 10" WEST, 45.48 FEET) THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 250.00 FEET, A CENTRAL ANGLE OF 34 DEG. 37' 0511, A DISTANCE OF 151.05 FEET; THENCE NORTH 9 DEG. 35' 35" EAST, 118.96 FEET; THENCE NORTH 62 1DEG. 00' 00" WEST, 200.00 FEET) THENCE NORTH 55 DEC, 00' 00" WEST, 370.0 FEET) THENCE NORTH 40 DEC. 00' 00" EAST, 320.00 FEET, MOR$ OR LESS, TO A POINT ON THE NORTH LINE OF SAID SECTION 30 AND THE END OF SAID CENTERLINE. Psi845k I—D' AN EASEMENT FOR ROAD AND UTILITY PURPOSES DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECONUZU IN 'Mz vri luG OF I•ii6 n6COA:.ZR is • :::C COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 64 OF :MAPS, AT PAGE(S) 38; THENCE NORTH 0 DEG. 11' 07" EAST, 481.23 FEET; 'THENCE SOUTH 89 DEG. 48' 53" EAST, 65.00 FEET) THENCE SOUTH 0 DEG. 11' 0711. WEST, 445.68 FEET) THENCE SOUTH 67 DEG. 08' 4711 WEST, 56.41 FRET) THENCE SOUTH 44 DEC. 21' 52" WEST, 18.78 FEET TO THE POINT OF BEGINNING AND THE END OF THIS DESCRIPTION. COWTIMUZD Description: Butte,CA Document-Yeer.DocZD 1992.48590 Page: 3 of 5 Order: 413396 Comment: 9 UXUIBXT "A" COMTIMUKD DESCRIPTION 92-48580 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUh•TY OF BUTTE, DESCRIBED AS FOLLOWS: PARC EM II -A PARCEL 2 , AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 29, 1992, IN DOOX 128 OF MAPS, AT PAGE(S) 13 AND 14, RESERVING THEREFROM AN EASEMENT FOR ROAD AND PUBLIC UTILITIES, AS SHOWN ON SAID PARCEL NAP. PAB�It I I -B A 60 FOOT WIDE ROAD AND PUBLIC UTILITY EASEMENT LYING 30 PELT ON EACH SIDS OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHWEST CORNER OF PARCEL 3, AS -SHOWN ON THAT CERTAIN RECORD OF SURVEY :SAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 6, -"- \' too- .. : x.—"C^ ...... POINT OF COMMENCEMENT ALONG THE WEST LINE OF SAID PARCEL 3 SOUTH 00 DEG. 111 07" WEST, 545.65 FEET TO THE TRUE POINT OF BEUINNING FOR THE FOLLOWING DESCRIBED CENTERLINE) THENCE LEAVING SAID POINT OF BEGINNING- AND .SAID WEST LINE SOUTH 56. DEG.. 29' 40" FIRST, . 114:94 :EET TO'THS.TERMINUS OF SAID CENTERLINE. EXCEPTING THERRFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OP PARCEL I, DESCRIBED HEREIN. PARCEL II -C A PORTION OF SECTION 30, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.S. b H., DESCRIBED AS FOLLOWS: AN EASEMENT FOR ROAD AND UTILITY PURPOSES 60.00 FEET IN'WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT A POINT THAT BEARS NORTH 0 DEC. 11' 07" EAST, 481.23 FEET FROM THE SOUTHWEST CORNER OF PARCEL 3 AS SHOWN ON THAT MAP RECORDED IH BOOK 64, PAGE 38, OFFICIAL RECORDS; THENCE SOUTH 89 DEG. 48' 53^ EAST, 17.50 FEET TO THE POINT OF BEGINNING; THENCE NORTH 48 DEC. 48l 30" EAST, A DISTANCE .OF 180.43 F£ET1 THENCE AIANC A CURVE TO THE RIGHT HAVING A RADIUS OF.150.00 FEET, A CENTRAL ANGLE OF 138 DEG, 01l 10", A- DISTANCE OF 73.35 FEET; THENCE NORTH 20 DEG. 471 20" EAST, A DISTANCE OF 141.137 FRET: CON'rxNUED 0 Description: Butte,CA Document-Yeer.Doc.ID 1992.49580 Page:. 4 of 5� Order: 413396 Comment: m 92-48580 •'~ PARCEL II -C CONTIRUED THENCE ALON"3 A CURVF TO THE LEFT HAVING A RADIUS OF 150.00 FEST, AND A CENTRAL ANGLE OF 25 DEG. 10' 1011, A DISTANCE OF 65.89 FEET; THENCE NORTH 45 DEG. 57' 30" EAST, 266.69 FEET; THENCR NORTH 29 DEG. 36' 00" EAST, 125.59 FEET; T"NCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 200.00 FEET, AND A CENTRAL ANGLE OF 24 DEC. 47' 35" A DISTANCE OF 86.54 FEET, THENCE ALONG A CURVE TO THE LEFT HAVINO A RADIUS OF 135.00 FEET, AND A CENTRAL ANGLE OF 79 DEG. 24' 45" A DISTANCE. OF 173.25 FEET; THENCE NORTH 25 DEC, 01' 10" WEST, 45.48 FEET; THENCE ALONG A CURVE TO THE RIGHT PAVING A RADIUS OP 350.00 "BT, A CENTRAL ANGLE OF 34 DEG. 37' 05", A DISTANCE OF 151.05 FEET; THENCE NORTH 9 DEG, 35' 35" EAST, 118.96 FEET; THENCE NORTH 62 bEG. 00' 00" WEST, 200.00 FEET; THENCE NORTH 55 DEG. 00' 00" BEST, 370.0 FEET; THENCE NORTH 40 UEG. 00' 00" EAST, 330.00 FEET, MORE OR LhSS, TO A POINT ON THE NORTH LINE OF SAID SECPION 30 AND THE END OF SAID CENTERLINS. PARCEL- II -D AK EASEME14T FOR ROAD AND UTILITY .PURPOSES DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTHWEST CORNER OF PARCEL 3, AS SHOWN ON THAT VEKTAlN YARC:;SL MAY, KZCUKUGU IN THN Ur•r'1CC: UY '1'HE i(LLVNUY?( UX 1712: COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 64 OF HAPS, AT PAGE(S) 36; THENCE NORTH 0 DEG. 111 0'/" EAST, 481.23 FEET; THENCE SOUTH 89 DEG. 48' 53" EAST, 65.00 FEET; THENCE SOVTH 0 DEG. 11' 07" .WEST, 445.68 FEET: TUENCE SOUTH .67 DEG.. 08'- 47" WEST, 56.42 FEET; THENCE SOUTH 44 DEG. 21' 52" NEST, 18.78 FEET TO THS POINT OF BEGINNING AND THE END OF THIS DESCRIPTION. .ND of DOCUMENT Description: Butte,CA Doc=ent-Year.DOCID 1992.48580 Page: 5 of 5 Order: 413396 Comment: -BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-763) (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fak: (530) 538-2! i 40 Website: www.buttecounty.net/dds Pe�rt No: B08-0010 Issued: 110, Addres�s-I HONEY RUN RD Area: CHICO Owner: RIPPY, ALTON L & BETTE J Applicant: REDLINE INSTALLATIONS INC Permit Type: SFD-Mobile Home PFS APN: 017-170-071 Description: NEW MH, PERM FND(1296): SECOND DWE Flood Zone: A SRA Area: 30 SETBACKS for Zoning. AG. SRA. PW Front: 0 Ultimate R/W from CL: 30 Rear: SRA: Side: AG: Other: ,I Total Setback from Centerline of Road:0+30 ALL PLAN REVISIONS MUST BE APPROVEDBY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Stee 1/Ho (downs 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test House 404 Gas Test Yard 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Holdowns/Straps 122 ShearwallB. W.P.-Interior 135 ShearwallB.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 Inspection T pe 1 IVR I INSP I DATE ' Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Stucco Lath 142 Stucco Scratch 143 Stucco Br -- - - ------ -------------------- - _..:,, OFFICE COPY ' Bldg Permit: 'Address; Mobile Home Final Setbacks Pool Plum Gas Test Pre-Gunute A I 0 �(E I V Date: .,Electric By:. `L� - Date:(t,17&S :.� Pool Elec Pool Fenci Pre -Plaster Manufactured Homes Set acks 132 Lt -1 _L Blocking/Underpining 612 dc_ Tiedown/Foundation System 611 DCC_ � Site Utilities/Trench Insp. 137 Gas Test Yard 404 Manometer Test 605 63 Continuity Test 602 Skirting/Steps/Landings 610 L LL -_7-01 Coach Info Manufactures Name: Date of Manufacture: - Z5 - 20CF> Model Name/Number: Serial Numbers: Length x Width: Insignia: © 0.3 77 7 Finals.. T- ---- Building Fina 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 Public Works Final 538-7681 Fire Department/CDF 538-6226 Env. Health Final 538-7281 Sewer District Final "PROJECT FINAL 801 I AX Q - - 'Project Final is a ert. nate of Uccupancy for esr entra Only) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUiNCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy �� ���� �`�D� i ;, i APPLIED TESTING CONSULTANTS MATERIALS TESTING, ENGINEERING AND INSPECTION January 13, 2008 County of Butte oe ` ®®i Building Division�F_ C®u t, 7 County Center Drive ul AAl1 V� t®� Oroville, Ca 95965 ��11:,0'AV 'tl� Re: Yurong Residence Building Pad Certification -Chico, Ca AN 017-170-071 Gentlemen: We have recently completed compaction testing on the building pad for the Yurong Residence building pad located at 2031 Honey Run Road in Chico, Ca. The building pad was constructed entirely out of native material on a very flat cut/fill with approximately one foot of fill. The pad was tested at approximate finished pad grade. The nuclear density test data sheets and moisture density curve per ASTM 1557 are attached. Based on the test data compiled on this project, we certify per Article 3, sections 6735.5 and 6735.6a of the Business and professions Code that the pad was properly moisture conditioned and compacted in accordance with chapters 18 and 33 of the 1997 Uniform Building Code. Applied Testing Consultants is not a licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. Applied Testing Consultants is not the foundation design engineer for this project. Designs for consolidation, differential settlement and bearing on fill materials are by others. Please call if you have any questions regarding Very truly yours, Brad Forsythe President Director of Operations C-038692 Exp. 3/31/09 Staff Engineer 3060 Thorntree Drive, Suite 10 • Chico, CA 95973 • Telephone: (530) 891-6625 9 Facsimile: (530) 8914243 APPLIED TESTING CONSULTANTS MATERIALS TESTING, ENGINEERING AND INSPECTION A A .■ M I ■ M /A •• A r►J 1 IVI 1771 IYIUISLu1t:/LJU1151LY Lourve Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: 1 Sample No: T-1 Client: Redline Installation Date: 7 -Dec -07 Address: 103407 Garner Lane Tech: B. Carter City, State zip: Chico, CA 95973 Attn: Rod Project: Yurong Residence Soil Description: Brown Silty Sand w/ Small to Med Gravel Mix Sample location: Building Pad Sample depth: 1211 Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: 1 2 3 4 5 150 250 50 350 7809 7825 7598 7756 2820 2820 2820 2820 4989 5005 4778 4936 146.71 147.11 140.51 145.1 138.01 135.31 134.71 132.0 Sample Weight: 5000.0 g 1 1 2 1 3 4 1 5 1 Rock Correction' ASTM D4718 1323.2 1226.8 1016.7 1016.1. Total sample wt: 59.2 +314 rock wt: 17.25 % of +314 rock: 29.1% Specific Gravity of +3L4: 2.67' hock ad). density:_ IME�°°45,�2� 1249.7 1134.5 978.2 931.2 86.4 81.0 80.4 80.4 1163.3 1053.5 897.8 850.8 73.5 92.3 38.5 84.9 6.3%1 8.8%1 4.3%1 10.0% Wit" ` ;Iiij a d la ■■■■■ ■■off■■ 3.0% 4.0% 5.0% 6.0% 7.0% 8.0% 9.0% 10.0% 11.0% Moisture Content (% of dry weight) Max density from curve: 138.0 IMax adjusted density: 145.2 pcf This test was performed per ASTM 1557 Optimum moisture: Reviewed by: 3060 Thorntree Drive, Suite 10 a Chico, CA 95973 • Telephone: (530) 891-6625 9 Facsimile: (530) 8914243 Ic APPLIED TESTING CONSULTANTS MATERIALS TESTING, ENGINEERING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Report Seq. No. 1 Client: Redline Installation Page: lof 1 Address: 103407 Garner Lane Date: 12/6/2007 City, State: Chico, CA 95973 Tech: B.Forsythe Attn: Rod Project: Yurong Residence Soli Description: Brown Silty Sandy Gravel - Native Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: Density Xi : Moisture A Compaction Equipment: Not Specified Req'd % Compaction Curve No.: T-1 Max Dry Density. 145.2 Opt. Moist. Content: 6.5 90% Test# Test Depth Location: Building Pad Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 1 12" East End of Pad (cut) FPG 141.7 6.51 135.2 4.8 94% PASS 2112" Middle of pad FPG 1 143.7 7.0 136.7 5.1 95% PASS 3 12" West End of Pad 1' fill FPG 140.3 5.4 134.9 4.0 93% PASS REPORT: Arrived at jobsite to perform compaction testing of the above location. Performed 3 nuclear density tests at random locations as indicated above. The 3 test results indicate at least 90% relative compaction. Note: The results of these tests apply only to the soil at the location and elevation at which the. tests were ,V4' performed. No other conclusion is rendered based upon these tests unless such con tful si n is presented in the form of a report. Applied Testing Consultants is not the foundation design engineer for this project. We are rep',dq i`§.soi'Iq'0 compaction results only. Designs for consolidation, differential settlement, slope stability, slope angles and setbacks, erosion control and bearing on fill materials are by others. ez Copies to: Reviewed by. 3060 Thorntree Drive, Suite 10 a Chico, CA 95973 • Telephone: (530) 891-6625 9 Facsimile: (530) 8914243 r 4 Model Nome j'� Y ` Insignia/H66 Lobel Numbers) $tate of Cq�ifomla r. _ • . Year of Manufacture w%" L y 1 41n SECTION 2 - OWNER/ APPLICANT INFORMATION Business. Transportation and i-I"rig Agency b ' r J7n�DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT �3 V , w-�l� l u ` ' : '' ° Dlwsion'ot Codes and Standards ti W City P �^, rr[) County iivt le ` =: HCD 415 APPLICATION FOR Locotion Address n V2 ur Iteration •:.•-• -:q-.-Addition or. Conversion - .O; ,Alternate Approval,.,-.,. O : Technical Services •-. ❑ :. Inspection To Obtain Insignia'. •-.. CONTRACTOR/OWNER BUILDER DECLARATIONS Not required for Special Purpose Commercial Modular 1. LICENSED CONTRACTORS DECLARATION - I hereby offlrm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7 O) of Division 3 of the Business and Professions Code and my license Is In full force and effect. License Class C ���� Uc. No. `1 ! L.5_ Exp. Date— Contractor- oteContractor �P err : ti ::T, ) �y 1'q f. u, ate $ ' l 6 0 2. OWNER -BUILDER DECLARATION '-- I hereby affirm untler penalty of perjury that I am exempt from the P�- STATE OF CALIFORNIA ' �c Department of Housing &•Community Development OzN_2 S Divisionof Codes and Standards(( -— —aFFi -" AL" N !E/R//T/IF,ICATI N ' < BY: r •- ` r `Y I V DATE: (District Re esentative) (ID No.) =+- _ „LABOR DATA: _-AREA,: P. rth - ❑ `South County No: Y - PCA/ACT CODE-/ r / I r V l �TR MILES '- TIME: INSP/ACT TRAVEL TIME t �.-�' INSPECTION DATA: ❑ Private Property ❑ MH PARK �`, '� `•. #HOME/UNIkT FLOORS yr _VIOLATION DATA:,. w TOTAL CORRECTIONS:— S_F_E_ M='P_"'G/O_INP FEE COLLECTION AND OTHER INFORMATION: - - FEES: $. �r CK# _ DATE ITEMS ISSUED: HCD 59 ❑ Gas ❑ Electric ❑ M.I.A. ATTACHMENTS:' ❑ Tiedow/n Cert. ❑ Other +'- PERMIT NO: FILE CLOSED Linis section neea nor oe completea it The permit is ror One hundred dollars (S I CO) or less). () I certify that In the performance of the work for which this permit Is Issued. I shall not employ any person in any manner so as to become subject to workers' compensation laws of Collfornio..ond agree that if I Should become - subject to workers' compensation provisions of Section 3700 of the Labor Code. I shall forthwith comply with those provisions. App,icorn — Date, WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND . CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS (S 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. 4. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agencyy for the performance of the work for which this permit is issued (Sec.3097, Civ. C.). Lender's Nome ' Lender's Address— - 5. C�TIFICATION . - I• certify that I have read this application and state that the above Iq ormotion Is correct. I agree to comply with all city and county ordinances - nd state lows relating to building construction, and hereby outhorize:. r.' representatives of this county to enter upon the above-mentioned property: r ; for Inspection purposes. _ _ .. ...._ S15n ur9 of Applicant or Agent Date Manufacturer Nome/ � , Model Nome ` Insignia/H66 Lobel Numbers) Year of Manufacture SECTION 2 - OWNER/ APPLICANT INFORMATION Owner Address— 2o3) 1-1-0 r?' ,1 City P �^, rr[) County iivt le Zip ' 7 yti S- Locotion Address n V2 ur ' Applicant � .•i f r .J _i -v 1 ) h ' ' :.. tr r -t ^ .' Address j l�'_) '� Til • r`J� -nom City ZIp I s Telephone_ _) ;J ' Ci SECTION 3 - CONTRACTOR, ARCHITECT OR ENGINEER INFORMATION r _ Controctc'sNome 2oin f ; ,�. _J!1 Address !? t.)' iS�<�^� (rj/,� �Y)•( )/2,)^a� Architect/Engineer Name Registration No. Address SECTION 4 - DESCRIPTION OF WORK/ACTIVITY AND VALUATION Describe The proposed work/activity in detail. Attach additional pages if necessary. Where structural alterations or additions are proposed, complete plans. specifications, details, and calculations Ore required to be attached to this farm. Provide the make and model of any appliance to be installed and provide complete electrical calculations for any electrical alternations or odditions. 'l.-..�-.,;1�i.i I ..l..l ./1h -,h'1., �,.��. -4'.' !% ,le :!.-� �el ir:,.J ;"{`l�n�J . ( T � Indicate the Total Cost of the Work to be Performed y I? :; [) r) '� SECTION 5 - SIGNATURE AND CERTIFICATION /We hereby make application for the services designated above. Signature ' l / a-'' ✓ Date .� r "O "DEPARTMENT USE ONLY" i F)` APPROVED 13 CONDITIONS (see reverse side) O DISAPPROVED (see reverse side Signature o District Representative DISTRIBUTION: YELLOW -DEPARTMENT � p HCD 415 SIDE 1 (Rev I I /2004) Date WHITE - AREA OFFICE PINK - OWNER/APPUCANT =s ... `- COUNTY OF BUTTE _ BUILDING DIVISION .t" DEPARTMENT OF DEVELOPMENT SERVICES a� 7 County Center Drive • Oroville, CA - (530).538-7541 CORRECTION NOTICE 2tPP 803 - 0(1) to OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. TYPE OF INSPECTION: ! u� E/eclrf c U/ TS SPECIAL CONDITIONS: Date Inspector `+ REV 4/05 Phone #�U FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 rltW MANT iFACTV TRTNry WEST. INC. - Albany Page 1 of : Sold To: 315544 ` Invoice No..: 32247 Remit To: CMH MFG, IDTC. GOLDEN PACIFIC HOMES INC Run Number.-: 5190 P.O.BOX 791071 DBA: GOLDEN PACIFIC-CHICO Invoice Date: 03/26/2008 BALTMORE, MD 21279-1071 13407 GARNER LANE Year Built..: 2008 M PIFRSON CHICo, CA 95973 Approx.Sq.Ft: 1,296 Sls Rep:WILLIAM P/O Number..: Retail Cust:` YURONG Serial No...: ALB0322470RAB Approval No: 112044 Model.......: 72GOL28483DA08 GE481F Financed By: Ship To.....: 315544 GOLDEN PACIFIC-CHICO 21ST MORTGAGE, ATTN: FLOOR PLANNING HUD: ORF -504203 QRE504204 620 MARKT STREET, SUITE 100 Wgt: 16.800 16.800 ATTN: MYRA SHARP HUD: KNOXVILLE^ TN -37901- --_ --•-- N t: - .-._ ^�_ ^---- 03/26/08 09:50 FAX 1 541 926 0461 GLDNWS CAIH bIFG WEST GP OF CHICO Q004/004 k� V. STATE OF.CALIFORNu NUMBER: BUSINESS, TRANSPORTATION AHD HOUSING'AGENCY DEPAR7IIAENT OF NOUSINO AND COMMUNITY DEVELiOPMEM .' S DIVISION OF. CODES AND STANDAR09 MANUFACTURED HOUSING PROGRAM . . mE 119 'MANUFACTURER CERTIFICATE OFORIGIN DISTRIBUTION: ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR. UNLESS THERE IS NONE. THEN FORWARD TO THE PURCHASER(DE'ALER OR TRANSFEREE). COPY I (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828. SACRAMENTO, CA M812-1828, WITHIN FIVE (S) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO TME TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER, NCD 489.0 • Side 1 - (7/97) ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. 'MANUFACTURED HOME MULTI -UNIT MANUFACTURE13.1JOUSI140 ��- ❑.,SFO (SINGLE FAMILY DWELLING) ❑ MUMH-(MULTI-UNIT MANUFACTURED HOUSING NUMBER OF TRANSPORTABLE SECTIONS COMMERCIAL COACH; . OCCUPANCY GROUP MANUFACTURER NAME; MANUFACTURER LICENSE NUMBER: MANU ACTURERADD SS: SUGGESTED RETAIL'PRICE: Stree - - -- " Ci S�BtE . i MAN ERTRAEfE'NAM R �= MODEL NAME AND/OR NUMBER DATE OF MANUFACTURE: NAMEEOF_PE Pk -DR TRANSFEREE(OWNERSHIP•TRA-NSFERREQM+L' �BTFF�EPIZFR79 ( i ,�. DATE 119NMEM TRANSFEREE DESIGNATION: - IPM R61`?CT -fii >,Z U.. 122 6 DEALER OR TRANSFEREE ADDRESS: lli885I (StreeQ Ci -F- ^AEDtTO - State Zi INVENTORY E` , INVE , b IW* D ESS:' (SI ,* Marw,; t =.TP.47. -Will AM ATT - i+1M SIYiRP.. KNOPYLLE. Tm 3 State izl SECTION 1� MANUFACTURER SERIAL NUMBER NCD INSIGNIA ORAUD LABEL NUMBER " LENGTH WIDTH. WEIGHT INCHES INCHES (POUNDS) TRANSPORTER NAME; 'TRANSPORTER ADDRESS: Streel 0 -slaw (ZIP) DESTINATION FOR UNIT DESCRIBED ABOVE: NAME Sptr" C' Stata (Zip*) ice... 73 N-IC�G��aw(' i aw I wnity un �PeNirerty•o .1�7 �vq sL ¢f I (e;b o the el I Q v trw erw oartect E:earted on LiiJ�fct'I3�1 (County) (slalet SIGNATURE OF AUTHORIZED AGENT: t DISTRIBUTION: ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR. UNLESS THERE IS NONE. THEN FORWARD TO THE PURCHASER(DE'ALER OR TRANSFEREE). COPY I (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828. SACRAMENTO, CA M812-1828, WITHIN FIVE (S) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO TME TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER, NCD 489.0 • Side 1 - (7/97) 11 r , f� L,.�i� r---- _ ........... .. .. _.. _ .. .. _ .. _ �A. _.. _ ..`....................... ...... ...... ...... ...... .... '.. p -PLAN S-AND, --t'-rK�. Ci1�• 7• =APPROVE .. r s s t . Q �. i i•• • C! ;- .i.. •ic• >... �.....?.. .t......�. i......:.. SITE — - - > s �.... �.....:?........i.....:?.....�......�......?.....: i e PERMIT:SHALL BE ON I�FOR L1L'L INPECTIONS—•—.....' ' ©�. ..... . P \ SP a �� 10l and Dwe II I h5 I I 3_77 i. SjoP � •, k �. 4 REQUIRED AT FINA . SPECTION iw Butte Count Mo a Home/Manufactured Home Acce nce Certificate. Form 513. I Form to completed by field inspector' Heath and S Code Section 1861 or 1855(b); } �•• >9 IOit ALL COVERED DECKS AND i•_•••j. _ EN D P CK-91EXCEEDING 36 O E •,'I *SQUARE FEET IN AREA WILL j .... j r • \ 1 �� �� Op t REQUIRE'A BUILDING PERMIT • 0 J PY BUILDING' I i - PERMIT# ��� s t I 'LANDINGrAT EXTERIOR :.....z �j OC RS -SH' COMPLY +,PARCEL#R • D t, i,) -1'�� 0 / i WITH CBC t t,fry _� �/P., ... S I .3 SECTIONS tVl,a t�Al 003 .. D & •1 003.3.1 .7 ri' J A Fire ` �>gy 4 - ,s ......; COF/Butte County - "�� _ . new in SRA are required to haft `�2 �' PLANNING DIVISIO - BUILDING PLAN APP 01/AL :All n I ��( Use: r, �- ... Fully enclosed noncombustible eaves on entire structure _ qo i - --__ tate: I � _. `.....i;Gutter screens to prevent accumlatiorr of leaves/debris 2a I— , Parking: REDLINE INSTALLATION INC •••;Corrosion resistant, noncombustible, �/a"maximumopening 4°'JLandscaping- Other--��, r� Q . vQ(j° • ul a 13407 Garner Lane C t" ' \` �o'� 1, :roof and.attic vents ` ® �) fI" signature: Chico. California 95973 .:. poGve Y' �o e, \ (�� plc Vve- CALIFO RNIA— CODE OF�� " 3 REGULATIONS EQUIRENIENTS A8tiTAILTE.25 .;. .;. . I ` .............. j.....j;..... _ ....j... .....;...... ..-•- • - MENDEDj BY:THE JURISD = • TO THIS PROJECT y�• Assessor's Parcel Number © ID 70 — Q Q © — © [] 0 1 -o ' -_17f ��' -- �~ FOR OFFICE "CC: K1Y ' P CIVI F: rt�►i:L-� .. - enCrdacl0rnen� project is required. to meet the practical effect guidelines �...i... I i .;....i.. .I.....;...j.....j... .. .. Inh aitacid:� C4O:;...;...:.:..:...:...:......;..... ......»..Yements........._................. _..... » ....._....._......._.................. _ ..... ............ ............. . ._..... Scale: 1" = Owner Name A++o n R ; P pj Address/Phone No. 1�o�,Vy duh Rood' C'411Ca leo+ Site Location (CSum.e- 'Contact Name L. i ti dw M-1 iai) KeJ 1 i h � hs�a ion S gq j -- T, g69Ze ° o t ;1q� oar b.oos c �i" S O L I Zoning: AD.IACENT PARCELS ,-FILE t 7- s :PY f General Plan Desig: ZUNINU: ___,____I Size, Acres, � GEN PLAN: �C 4.00• USES: APNSa l