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027-130-020
027-130-020 06-0996 KUPPER, SANDRA 270 DUSTIN LANE, PALERMO „ Cont: 19Z�/ NSF(LIV, GAR, COV) 6-13-07 �a7- i3O-O:LvI�r Eau imJ l.Ll,,d �?uelop-ne.,45hee'I 027-13-0-020 7 99-129 A SANDRA M.KUPPER aria v AyF.Amr -11A1 lkT-E*D--ff DUSTIN LN (AG EXEMPT -AG STG),_Y— -�% N U I C S � i� , (C tb_ H 0--5 nlc -ro cov&f2 T o STovE sr I /N t��/J 2CY1rn CS�2/lfEfZ- +� SRN 6-277136-020,)i`!,, KiJPPER; SANDRA`S `��'c,� �e� �sx+l�:• .°� E_ FRE" 2 0 DUSTIN U'ANE,TALERTNIO ;DAVID RAITTCont tart _� ' •�ouN<+ I .NSF(LIV; GAR', COV) ' _,._.RESIDENTIAL APN: Owner. Site Address: Contractor. Type of Permit: .a ,4, -�% N U I C S � i� , (C tb_ H 0--5 nlc -ro cov&f2 T o STovE sr I /N t��/J 2CY1rn CS�2/lfEfZ- +� SRN 6-277136-020,)i`!,, KiJPPER; SANDRA`S `��'c,� �e� �sx+l�:• .°� E_ FRE" 2 0 DUSTIN U'ANE,TALERTNIO ;DAVID RAITTCont tart _� ' •�ouN<+ I .NSF(LIV; GAR', COV) ' _,._.RESIDENTIAL APN: Owner. Site Address: Contractor. Type of Permit: Permit No_ r s OFF ICE COPY ----� Address 'tf, -� > GAS- "Meter By Da e �r a :ELECTRIC - D Meter,By (/VT Date • SPECIAL_ CONDITIONS + CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY ' USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ' ENV HLTH CLEARANCE 6f r � CRUSA CG u K Tee-& + DATE JOB FINALED: �• �� �J _ -f � .SIGNATURE: .a Permit No_ r s OFF ICE COPY ----� Address 'tf, -� > GAS- "Meter By Da e �r a :ELECTRIC - D Meter,By (/VT Date • SPECIAL_ CONDITIONS + CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY ' USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ' ENV HLTH CLEARANCE 6f r � CRUSA CG u K Tee-& + DATE JOB FINALED: �• �� �J _ -f � .SIGNATURE: = OK — nw MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET DATE D E C K S'C O V E R S'C A R P O R T S 'GARAGE S 1 Zoning -Setbacks -Easements 1 Zoning -Setbacks -Easements 2 Soils; Special MH Suppoft Sketch ' 2 Ftg3; Soils -Sz-0pthSpacing-Cnnctrs-Steel 3 Sewer; Loctn-Test; Fall/C10-Concrete 3 Decks, Girders/Joists-Dcking-Brcing 4 Wtr; Loctn-Test-Easement Needed -Regulator Stairs-Guard/Handrails 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat 0 or LPF 4 Wood Awn; Posts Seams-Rftrs-Cnnctrs-Shthg Frmg-Brcng Inch Sz Ft Lngth 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 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 ds4Utrs-Trusses 10 Drain; MH Test -Fall -Flex Cnnctr 9 Siding; Nailing-VeneerStucco-Lath 11 Wtr & Sewer Connected -00 to Grade 10 Roof, Shthg-Roofing 12 Gas and Electricity Tagged 11 Ext; Steps -Doors -landings 13 Tie Downs Q Foundation Q 12 Braced Wall pnls 14 Exits 15 Cert of Occupancys' 16 HUD Label/Insignia Numbers Serial Numbers a ,$ °°� ' °� DATE IPOOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts -CFI 6 Elec Encisrs; Conduit Entries Terminals -Listed 7 Elec Bonding; Metal w15'-Crcltng Eqp-Htr • 8 Elec Gmdng; Eqp w/5' Crcitng Eqp-Pool lghtg Bokes-Fnclsrs=pniboards-Insulin to Main Conduit _ 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche - i n i $ 12 EncLsr, Fencing -Alarms 13 Bonding, Diving board or 5fide Pool Drawing . N• = OK = Not OK _ RESIDENTIAL (SIngI& & Duplex) DATE JUND RFLOOR DATE pL GING ` oo ingSetbacks-Easements-Flood-Slope 3 Wt r H , Vent-Acc-Cmbstn Air Baffle YFtg Main; Soils Flet Grnd Fig Dpth Pipe Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Opth. est Fittings & Anchr Nail Pctctn 4 Ftg Porches/Decks; Sails -Steel Ftg Dpth hwr Pan- Test, First fir -Tub Acc 1 S-Sfemwalls Main; Steel-Blockouts-Wrapped 57 Te}NTub & Shwr, 2nd fir - Tub-Acc mwalls Garage; Steel-Blockouts-Wrapped SfrGas Pipe; Sz & Anchrs old Downs and Special Anchrs 59 Fire Sprinkler- Test 7 Slab, Steel Wrapped 8 Piers •' r -o = 60 -Yard Gas Piping rplc Ftg-Steel C" '; 'Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test I D - To -CYp �f iz"� C; 1. l N►tyPipe; Test-Anchrs-Rgltr-Service Test 12,Elec Undrgrnd DATE MECHANICAL 13 Plenums & Ducts; Cimc-MaterialSupport4asultn 6�1� AC Ducts Insulin & Support 14 Girders Sills-SillsBolts Joists-Vnts-Cripples 610ent Fan, Exhaust abv Insulin 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16 -Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic r s` DATE IF Rp.,M 1 N G Slls Proper Materials & Anchrs % DATE F I L i9Shcails Studs -Nailing Spacing &Braces-PlatesSound 6 EO -Steps -Door & SideLt Prtctn-Landings fl earing Walls over Girders & fir Nailing 679moke Detector raft Stop in Walls (rat proof) 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr. .21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs . In Garage- abv-flr-Ducts-Mech Prtctn 2Z Headers & Beams-Sz & Bearing 69 Bedroom Exiting 2344-ngers-Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof 70 GFl & Bath Fxtrs & Tub Acc-Spa Brac TrussShthg 71 GFl Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Cimc 72 Elec Trim & Subpnl, Breaker Sts & Labels 26 AtJt•c Acc; Sz & Rmx Prtctn-Draft Stop4ns Baffles 73 Stai Guard/Handrails 2 drm Wndws or Exiting Doors -Sill Ht & Dimensions 74 c or Stove, Clmc-Hearth 28 Garage Fire Prtctn Framing -RC Channel rt -y- Line Firewall & Opngs a tlets at Wood Pnl, Int & Ext Fr• 76 chn, Fxtr & Appinc; Gmd-Air-Gap-Cooking Clime Doors -One T -Check Garage 3rd Story, 2 EXdts 77 Elec Outlets & Rcptcls at Ktchn Counter \ 31 Stairs; Width-Hdrm-Rfse-Run-Landing-Fre Prtctn ZT•Z don 78 Garage Fire Door, Swing -Landing -Closure •O PI Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 3 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV-, abv fir 34� Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn- LPG Appince Undr House 3' drain 3S�1G�l�azing Area -Glass Prtctn-SkyLts-Plastic 36,Shear Walls; Nailing 81 Plmb; Elec & Mech Eqp Listed for Lottn -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insults -Walls -Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps. 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters QYes QNo s 87 Stucco Broivn-Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts by Roof, Plmb-Appinc-Frplc-Cimc to Opngs DATE E L E C T R I C A L 90 Well, Dscnnct, Elec, Plmb F�ctr & Tmsfrmr Clmc Ins Prtctn let Trim, GFl Rcptcl Undrgrnd 4..t/Elec Rcptcls Spacing-Lts & Switches at Doors 9-� �ntlin thru House <�Boxes & No Of Cndctrs Stapled 93,GIass Prtctn 43'Romex Installed Close to Edge of Studs & CJ 44,Fgp Grnd made up w/Mech Fstnrs rrections from previous Inspctns 95 45 dng Electrode Bond Gas & Wtr Gas Test -Meters Tagged, Gas-Elec 96 W 4� Appinc Cires in Ktchn & Cndctr Sz GFl Sewer Cnnctd-O/O to grade -HD Apprvl 47 Subfeed Wire Sz ga ❑ CU or ❑ AL .9ergy Cmpinc Cert -Other Certs 9e -Address Posted AC Wire Sz sa ❑ CU or ❑AL 99. Fire Sprinkler 48 Range Circ ga QCU or ❑AL 'Oven Circ ga ❑ CU or 0 A , t a� Insulated Neutral DYes ❑No 49-9;rvice-Riser Cndctrs & Grnd Main Dscnnct 4$' S�,Clrncs pnls-Motors-Mech Eqp 5Ps Closet Lt-Shwr Lt -Spa Lt I. 5 M. Detector COUNTY OF BUTTE BUILDING DIVISION 13EPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER' PERMIT NO. v 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. c n Piaui"C/C_ �,�,�� l c lei. c'r.tnce �rocr, k LAI `i�l v, 'r •� ✓�.r a .,.1~n ! F I t a i c•, �t -� c/ 0. T Frame .. , ,.4 f h Date �' - O 7 Inspector REV 4/05 Phone # 1 3n h FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 �= .COUNTY OF BUTTE. BUILDING DIVISION M- DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE K u [vPE(L o (o - () q,3 OWNER PERMIT NO. A routine inspection indicat 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. FR o u r C u ti(Pz Fo/Z THEr OF PE)c + j A-Tr/2 P/ Res - 11 E O` rl�OV1 DE WASHE2 S-T14X'QF1PE �• m +nl lf3'` - 30 r' i AP mrtil �" - l8" Ac30vE Fo � _ �CEf _T W HE/26F 7-H67 L i N 7- yr iC.I6i5-7D '.Date ID— Inspector F 10PA 0 Ft 1Z PC f REV 4/05 Phone # �3R Cn'22 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 r Ak COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 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. Date•. ?� (J Inspector REV 4/05. ; „ Phone # ` '•` ` FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive e Oroville, CA * (530) 538-7541 CORRECTION NOTICE kulet" < cy-9, OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist -al 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. STN Date4 Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 11/03/2006 16:12 4089725143 POSTAL ANNEX PAGE 01/01 �-/, _� '6 1--S:30 —,T 3S -2 I y-6 C)-0-� 0rA6 C- A Butte County Department of Development SerWeas TIM.SNEL INGS, DIRECTOR I PETE CALMCO, ASSISTANT DIRECM T County Center Drive Orovllle; CA 95865 (590) 539.7601 'Telephone (536) [iW778S Facsimile www.butWcom o dds REQUEST TO USE PEX WATER PIPE Building ti Msion approval required prior to the installation of Pat water pipe Permit Nurnbec -- n (Q6 qqL. _? A.P.N. O•.Z.7->./:3a. - a:z6 :Oates- ..:.li:.-:Z.9- Zo66 PEX Maradhe urer. �S�A d eQ- (/L P.69-1+ iftnufadurees Phone Number OI / /.2_ PEX Model: Oyez-ol Installers Name: bQ,� � i 1 A Installer`s Phone Number. —8d n , request approval to use PEJO water pipe at the above address. /D - ,.: c>wne�'s s�ebne ... ... lea OMORemrs signew a Date r.ioeeee Number d✓�rxtf�s ,oiy„��F.vE Under Section 301.2 Of the Califoniis Plumbing Code (Anamatthe Materials and Methods) the AdminftvMw Authonly may allow the use of PEX tubim for both hot and cold potable water distribution. After careful review of all the information submitted and additional surveys of other juftdictlons allowing the use of PEX tubing, we have come to the condusion that PDC tubing is a viable alternative under the following conditions and reqturamixft: 1: All PEX piping must be tilted„and approved by ICC, APMO or other natio0,tly;;teoogniaed=sfiesting ;..• •. arid/or listings 6FN:gr :.::... __. -- - — 2. AN PEX piping installations must comply with the manuf;r's fisting/s and inshatlation insli `ons. 3. A copy of the installation irons must be made available to the field "inspection staff on site. 4. AD PEX piping shall be kept dear of noses light fixtures, heat ootiductirlg flue vents, ducts or, other materials that could cause physical damage. S. AN penevalons in or through fire rated assemblies shailtbe::pmteded with an approved fisted system. Submit evidence of such ftft prior to the Installation of all piping. (tnduding marufo a installed in the garage occupancy separation or fir wall). 6. Submit a copy of to instates certification for installation. (For manufactures that require certified inistaNers). Approved by: Date: Obbbudon - Oull ft Fie — Pmpeib Owner - Oontredw z Pexcel Pureflow' Water Systems Certificate of Training WAOLM Teas dbaudnt attests that D@n Brinton successfully participated in a Pexael pureflow System Training Session Trainer Jeff NOCZYpor Date 1/8/,2004 Location Chico Credential number 0401029 Authorized signature stAdler-Viega • 3 Alfred Cirale • Bedford, AN 01730 Ph: (781) 275-3122 • Faxt (781) 275-5398 www.stadlerviega.con CL T 0 L Al it iREPORT TM ICC Evaluation Service, Inc. www.icc-es.org ESR -1837 Issued May 1, 2005 This report is subject to re-examination in one year. BusinesslRegional Office ■ 5360 Worfanan Mg Road Whither, California 90601 ■ (562) 6994W Regional Office ■ 900 Morrtdair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 Regional Office a 4051 West Flosmmor Road, Country Club HEs, Illinois 60478 a (708) 799-2305 DIVISION: 15—MECHANICAL Section: 15140– Domestic Water Piping . REPORT HOLDER: VIEGA N.A., INC. 3 ALFRED CIRCLE BEDFORD, MASSACHUSETTS 01730 EVALUATION SUBJECT: VIEGA N.A., INC., PUREFLOWTM PEXCELTM AND FOSTAPEXTM TUBING AND PRESS SLEEVE FITTING SYSTEM 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2003 International Plumbing Code® (IPC) ■ 2003 International Residential Code® (IRC) ■ 2003 IAPMO Uniform Plumbing CodeTm (IAPMO UPC)' Properties evaluated: ■ Temperature and pressure ratings ■ Physical properties ■ Drinking water system component—health effects 2.0 USES The Viega N.A., Inc., PureflowTM' PexcelTM'and FostapexTM' cross-linked polyethylene (PEX) tubing and press sleeve fitting systems are used in potable hot- and cold -water distribution systems. 3.0 DESCRIPTION 3.1 Tubing: The Viega N.A., Inc., PureflowTM' Pexcel'" and FostapexTM' tubing products are manufactured from crosslinked polyethylene (PEX) materials satisfying NSF 61, as well as ASTM F 876 and ASTM F 877. Pureflow"m PexcelTm tube is black in color, and is available in nominally 3/8-,'/s-, 3/4-, and 1 -inch (9.5, 12.7, 15.9, 19.1, and 25.4 mm) sizes in coils ranging from 150 to 1000 feet (45 720 mm to 304 800 mm) in length, and in straight lengths of 20 feet (6096 mm). FostapexTM' tubing is PexcelTM' tubing with the addition of an aluminum layer and an outer coating of polyethylene. FostapexTM tubing is silver in color, and is available in'/Z , 3/4- and /4and 1 -inch -diameter (12.7, 19.1 and 25.4 mm) sizes. The'/2 and 314 -inch (12.7 mm and 19.1 mm) diameters are available in 150 -foot -long (45 720 mm) coils, and all sizes, including the 14nch-diameter (25 mm) size, are available in 20 -foot -long (6 096 mm) straight lengths. The outer layer of the FostapexM tubing must be removed with a tool supplied by Viega NA., Inc., before a pipetting joint is made. Viega N.A., Inc., tube and fitting products are pressure -rated for 100 psi (689 kPa) at 180'F (82'C), for a standard dimension ratio of 9. The standard dimension ratio is the ratio of tube outside diameter to the wall thickness and is constant for all Viega N.A., Inc., tube sizes. 3.2. Fittings: The same fittings are used for both Pexcel"A and FostapexM tubing. The fittings are bronze, insert -type, and are used with an extemal stainless steel press sleeve. The fitting shall be installed in the end of the tubing by installation of the stainless steel press sleeve over the tubing and insertion of the bronze insert fitting. The stainless steel press sleeve shall then be pressed onto the tube and fitting with a proprietary ratchet -style tool that is supplied by Viega N.A., Inc. The tool only releases from the fitting once the full compression is exerted on the fitting. The fittings comply with ASTM F 877 and are illustrated in Figure 1. Fittings shall be attached to tubing in strict accordance with Viega N.A., Inc., installation instructions. 4.0 INSTALLATION 4.1 General: Viega N.A., Inc., tubing and fittings shall be installed in accordance with the manufacturer's published installation instructions and this report. Where differences exist, the instructions in this report shall govern. 4.2 Water Distribution: Horizontally laid pipe shall be secured in such a manner that temperature -induced expansion and contraction are accommodated. In jurisdictions enforcing the IAPMO UPC, PEX tubing shall not be installed within the first 18 inches (457 mm) of piping connected to a water heater. 4.3 Inspection of Water Distribution Piping: Installed tubing shall be pressure -tested and inspected as required by Section 606.6 of the IPC, Section P2503.6 of the IRC or Section 103.5 of the IAPMO UPC. 5.0 CONDITIONS OF USE The Viega N.A., Inc., tubing and fittings described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Tube and fitting systems shall be manufactured, identified and installed in accordance with this report, the applicable code and the manufacturer's published installation instructions. Manufacturer's published installation instructions shall be furnished to the code official. The instructions within this report will govern if there are any conflicts between the manufacturer's instructions and this report. F.' REPORTS" are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by JCC Evaluation Service, Inc., express or implied as to any fending or other matter in this report, or as to any product covered by the report. Copyright O 2005 4+4 roo.dt.ee� maoan rmmr�ia Page 1 of 2 2 -of 2 5.2 When installation is in fire -resistance -rated assemblies, evidence of compliance with IBC Section 712 (penetrations), UBC Section 709 (walls and partitions) and UBC Section 710 (floor/ceiling or roof/ceiling), as applicable, shall be provided to the code official for approval. 5.3 Viega N.A., Inc., tubing and fittings shall be protected from exposure to direct sunlight. Tubing and fittings shall be protected from physical damage with an oversized flexible corrugated sleeve at structural mass penetrations and when the tube is uncovered. Annular spaces between sleeves and pipes shall be filled or tightly caulked in an approved manner. 5.4 During placement of cover over the tubing, the tube shall be maintained at the greater of 02 times the working pressure or 100 psi (689.4 kPa). 5.5 Each installation shall be pressure -tested for leaks in the presence of the code official or the code official's designated representative. 5.6 Clearances from heat -producing equipment shall be in accordance with Section 503.7.7 of the 2003 Intemational Fuel Gas Code®, or Section M1306 of the IRC, as applicable. 5.7 The minimum cold bending radius is six times the outside tube diameter. The outside diameter is the nominal diameter plus'/8 inch (3.2 mm). 5.8 The tubing is manufactured by Hewing GmbH in Ochtup, Germany, and the fittings are manufactured in Attendom, Germany, under a quality control program with inspections by NSF International (AA -633). ESR -1837 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature. 6.2 Data in accordance with the ICG -ES Acceptance Criteria for PP, PEX, and PEX-AL-PEX Tube and Fittings Used in Radiant Heating and Water Supply Systems (AC122), dated March 2005. 6.3 A quality control manual. 7.0 IDENTIFICATION 7.1 Pipe: The Viega N.A., Inc., PureflowTm Pexcel'"' and FostapexTm tubing covered by this report shall be labeled every 5 feet (1524 mm) with the manufacturer's name and/or trademark (Viega N.A., Inc.), nominal tubing size, potable water designation, standard dimension ratio (SDR 9), material designation (PEX), pressure and temperature rating [180'17 @ 100 psi (82'C @ 689 kPa)], ASTM F 876/17877 designation, mark of the third -party inspection agency (NSF International), the evaluation report number (ESR -1837), and the evaluation report number of the tubing manufacturer (Hewing GmbH; ER -5421). 7.2 Fittings: The Viega N.A., Inc., press sleeve fittings covered by this report shall be labeled with the Viega N.A., Inc., trademark, potable water designation, nominal size, product code, and ASTM F 877 designation. Packages of fittings shall bear the Viega N.A., Inc., name, product name, model number and the evaluation report number (ESR -1837). FIGURE 1—VIEGA PRESS SLEEVE FITTINGS 'Uniform Plumbing Code is a trademarked publication of the International Association of Plumbing and Mechanical Officials, 5001 East Philadelphia Street, Ontario, California 91761. insulation Certificate TO III , § .uta+:_ BUILDING LOCATION: Description of Installation OOF Material �� u -`® S �- Mlicimess (inches) 1-6 , .� e W, Brand Name C 6- " T Thermal Resistance (R -Value) 4EILING Name . Brand Batt or Blanket TYPE ....Ihetmal g,�=Ce1R_Value) - Thickness (Inches) Brand Name Loose Fill Type ed wei ht/fi lb Minimum thic1mess inches Contractor's minimtun installed g Value) Manufacturer Is installed weight per square foot to acheive Thermal Resistance (R- EXTERIOR -WALL Material &A Thickness (orches) ^ 1^ p c BrandName i yn Thermal Resistance (R -Value) . let — RAISED FLOOR Brand Name Material Thermal Resistance (R -Value) Thickness (inches) . SLAB FLOOR BrandName_ Material L n.,n AM 1 Thermal Resistance (R -Value) Thickness (inches) Width (inches) 38X___ Z 5 7 - FOUNDATION WALL Brand Name Material ;�rmal Resistance (R -Value) Thickness (inches) Q �\ \Iv Declaration ocation in conformance I hereby certify that the above insulation was installed i the bui sientialbuilde at thabove contained Title 24 of -the with the current Building Energy Efficiency Standards fo California Administrative Code. General Contractor (Builder) Signature and Title Su on ctor (1pu o taller) Signature and e PROVIDED TO THE BUILDING DEPARTMENT BE POSTED WITHIN THE BUILDING. JANUARY 1993 THIS CERTIFICATE MUST .BE APPROVAL AND A COPY SHALL License Number Date icense Number Date PRIOR TO FINAL INSPECTION .i 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. BP060996 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: 08/22/2006 APN: 027-130-020-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 270 DUSTIN LN PAL Date: Contractor: Map Index: Description: NSF (550), OPEN(296), COV(129) 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 permit to construct, alter, improve, demolish, or repair any structure, prior Owner: KUPPER SANDRA M REVOCABLE TRUST 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 KUPPER SANDRA M TRUSTEE 7000) of Division 3 of the Business and Professions Code) or that he or 174 KAYAK DR she is exempt therefrom and the basis for the alleged exemption. Any SAN JOSE, CA 95111-2831 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).): y 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: KUPPER SANDRA M REVOCABLE TRUST 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 KUPPER SANDRA M TRUSTEE year of completion, the owner -builder will have the burden of 174 KAYAK DR proving that he or she did not build or improve for the purpose of sale.). SAN JOSE, CA 95111-2831 ❑ 1, as owner of the property, am exclusively contracting with (408)225-3721 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 Lice se Law.). Contractor: CALIFORNIA YURTS INC ❑ 1 am Exempt under Article 3 of the usines a d P of sions Code P O BOX 18 TALMAGE, CA95481 Date: O owner: (707) 468-0876 LICENSE NO. 632687 WORKERS' COMPENSATION DECLARAT 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for r 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 Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 975 S.F. Policy #: 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 Valuation: $40,774.00 become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. 11 10 0 `11% Date: q ' Z 21-200 (o Applicant:5012' 1-0& WARNING: Failure to secure workers' mpensation coverage is unlawful, and shall subject an employer to criminal penalties and one ` I' nil il! hundred thousand dollars ($100,000), in addition to the cost of �J compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. S. - CONSTRUCTION LENDING AGENCY - This permit is hereby issued u er the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolu for to do work indicat ab o a for which fees have been paid. •perfc.mancc . f the � cr. fcr ..,f.�rF fhje.�ne•mif ig_i�c I1P .( :� 7 .,..., d- Sec 09 .Diva,,..., ,,,,Bye.,-- ��1A. "� !1 Name: Date: -1 PERMIT EXPIRES ON: Q U —(G(� , ng Address: 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 ownZth6y authod ed 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 substancal farm o document of utte County. I hereby authorize representatives of.Butte County to enter uuppon the above mentioned property for inspection purpo 4"y, Signature: Print Name: tr- A /\ Date:IEI c�CLLS oZw�i DCO Owner ❑ Contractor O Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTYI PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMITI BP060996 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) 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: 08/22/2006 APN: 027-130-020-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 270 DUSTIN LN PAL Date: Contractor: Map Index: 550 NSF OPEN COV Description: ( ) (296 ) (129 ) 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 permit to construct, alter, improve, demolish, or repair any structure, prior Owner: KUPPER SANDRA M REVOCABLE TRUST 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 KUPPER SANDRA M TRUSTEE 7000) of Division 3 of the Business and Professions Code) or that he or 174 KAYAK DR she is exempt therefrom and the basis for the alleged exemption. Any SAN JOSE, CA 95111-2831 violation of Section 7031.5 by any applicant for a permit subjects the to a civil penalty of not more than five hundred dollars ($500).): ���applicant y� 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: KUPPER SANDRA M REVOCABLE TRUST 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 KUPPER SANDRA M TRUSTEE year of completion, the owner -builder will have the burden of 174 KAYAK DR proving that he or she did not build or improve for the purpose of SAN JOSE, CA 95111-2831 sale.). (408)225-3721 ❑ 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 Lice Law.). Contractor: CALIFORNIA YURTS INC ElI am Exempt under Article 3 of the usines a d P of Bions Code P O BOX 18 ' C TALMAGE, CA Date: O Owner: 95481 (707) 468-08761ICENSE NO. 632687 WORKERS' COMPENSATION DEC.LARAT 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the 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 Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 975 S.F. Policy #: 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 Valuation: $40,774.00 become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall those provisions.' forthwith comp:Zoo �? Date: Z 2 5CQS Applicant: C =1 5— 1_O& & WARNING: -Failure to secure workers' ompensation coverage is unlawful, and shall subject an employer to criminal penalties and one 1 hundred thousand dollars ($100,000), in addition to the cost of Vf compensation, damages as provided for in Section 3706 of the Labor 0 code, interest, and attorney's fees. W `' CONSTRUCTION LENDING AGENCY This permit is hereby issued uer the applicable provisions of the Butte County Code and/or _ I hereby affirm that there is a construction lending agency for the ResolulioY to do work indicat abo a for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) f' Date: � Name: By: PERMIT EXPIRES ON: Address: 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. (3 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 th duly author' ed 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 a official form o document of utte County. I hereby authorize representatives of Butte Couunnty, to enter upon the above mentioned property for inspection purposes. � Print Name: Yil� C1. V d4 \ V� • 1� (� OL�d Signature: Date: _y - x', 1r ;L;1 O �o Owner ❑ Contractor Cl Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 e � � ����� �IaSS � !14-7.0 b 6 4,Q`6 S 41 ' 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 FffLL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.netldds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name Ku irst Name Address Ir14 , / f O L CitlS, ave S pS State Zip Phoneo?, 22�-3 ZZ / Fax Al lA E-mail S-YVV (.,u•esly,ev r,�) AOL .0 6rl- CONTRACTOR Name Address k �r Address . �.&)Ig STr� City l AIS State u zip Q 548 / Phone _ 9�g _ 1 Fax E-mail Lic. # &�2V Class ARCHITECT/ENGINEER --Name- C �e. e Address k �r Address Z 8 Lr4 STr� Citys Q ASTO Po L, - state C qvt Zp 4 2 hone -,C _ Phone -,,,,, Fax E-mail State Lioense Number APPLICANT INFORMATION NameS A d' p 11". V Address k �r "I State u WORKER'S COMPENSATION Phone d _ �a�_ 312 I Fax E-mail s'NI- ► W%v w ev- AoL. e6W\ r APPL ANT SIGNATURE For office use onI AP# a27-i3o- aa'P Zoning Flood Zone SRA I Yes No Occ. WORKER'S COMPENSATION Type Const. Subdivision Name If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:IFORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BP06M� BIN # I PROJECT LOCATION AP# a27-i3o- aa'P Property Address 9r� s i '�ti. L Ciiy i .q lee- )n Cross Street 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 S<,L� Address _.._....._ _..- _.. Description or_Scope of -Work:_....__..-_.._ . _.._....... s ►,� rA 1�4 Pry, SS6 2 Z Sq FT- Living` Garage Open Cov ❑ 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 by: � e Amount: g51 S,ff �n� Bldg loq .-I $ SRA Receipt #-fS02e 3 the CL*7G2$ Dater -off' Sheriff SMTP p ��QQ Q Other [oQ-7 f) Total REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS. ' c ' 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 /N 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 faxesl ❑ 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 manual; (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 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.-- NP�ES-F-oma.-------- ---------------...._.._..... - -- ---- -- -- --- --._ - - -... __ ....._........_ . ___ ___ _ __.. __ -- -------...--------------- - ❑ 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. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 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 K:TORMS\BUILDING F0RMS1BId9App1SubRgmts.doc Page 2 of 2 REV 8-12-05 v. + ( ,r gUTTF co 7 County Center Drive t;. ^ oo o Oroville CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile- -� 1. ..•_. _ ? :. 0 TO: WILLDAN 'h FROM' Scott Rutherford, , 530 538-7160 , !�srutherfordnbuttecounty.net P. Plans Transmittal For,Review Per Contract � OM 1.1.1 DATE: 06/29/2006 - , ` �• • 7 Applicant: Ku er, Sandra ` Permit No: 06-0996_. Project Type: Nsf Liv, Gar, Cov 027-13n-020,.- 100% 70% Plan Check Fees858.80` 858.80', $ 601.16 ' $ 601.16 WILLDAN Fee $ 601.16 Copies Attached: Qty Chk ,r ' `�; 0 , Application 102.7 Site Plan Review = FEMA Elevation Certificate . r ' Building Plans Truss Calculations ' Energy Calculations, Structural Calculatins r Residential Plan' Review Guide Residential Construction Requirements, 4 ` Other Other wl�-- Sha,.� �.,.^� — .. -�;r ,. •. .,/ �,Yj,. •.tr. rJi' ..jh_ _ } .."--s:- ,'S' � ♦.�r''�, Y ..�, ,. 06601 qqGa. .; COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: (1 br) kr ASSESSOR PARCEL NUMBER �%''� Proposed Building Use: Ie � SI l e FIll' . 4+ Permit Technician: V , Date: 5-1 _0(n Items required in order to apply for a,ermit. All boxes MUST be checked OR marked NA in order to apply. V:I$J 1. Site planso1or 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, Q3 eNr 4 sets, with wet signature on plans AND &sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 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. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. . ❑ 13. Other R r a rang items needed to issue the permit. (May require additional plan review upon receipt of the following items.) N 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico Vroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... `❑2!D�s 18 Erosion Control Plan Required....................................................................... T7' as shown on the attached Schedule of Fees Due Sheet .............................. ❑ of Chico Plumbing permit....................................................................... . ❑ 1 21. Site plan and business license approval from the Cityof Biggs .............................. 22. California Department of Forestry plan approval paid. Sent by: ............. 23. Planning approval for (A) Use: k-- (B) Parking: (C) Parcel Check......... J ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑/ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................ ................ ................. ❑Fvivok 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 .......................................... A 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ A J 31. Letter of Signature authorization.................................................................... 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... 1:135. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone 4 o 8 - 2 2 S - 3 _� 2 / and hold for pickup. I have been informed 5f the above items and requirements for obtaining a building permit. Applicant: /.. `I A �//ice- � _ � Date: 1. Index permit � plication for the above items numb r�: Plan Check Letter 2. Additional items re Contractor, designer owner was advised of the above data by ❑phone, mail, ❑counter, by Date: Contractor, designer, r, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: (i Plans approved by: Date:5a I Structural reviewed by: Date: Structural approved by: Wt 11QU, Date: Note transfer by: 40AW, Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 �� E.H. USE ONLY f+� Plan Aldj Fl000r Plan Attached, rrtto KIDS / TO: Building Division = Development Services FROM: Environmental Health SUBJECT: Sanit tion Clearance Owner Location AP# Plan Approved for: Sewage Disposal: Water Sup Public Private Well Clearance for dwelling. Other !il Hold final for: Final clearance O.K. for: NOTE: alist Building Clearance 9/2005 Date BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecoUnty.net/dds " PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner KUPPER APN No: 027-130-020 Permit Type: I fiddltil!lSubtype: t)1g App Date: 5/1/2006 Permit No: BP 060996 Permit Desc: 116F . New IN., 1 2 ` 3 4 5 6 7 7a 8 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $2,147.00 r Plan Check portion of Permit Fee $858.80 $1,288.20 Balance of Building Permit Fee FEMA BYes Flood Elevation Review $109.98 0 SRA* X Yes Fire Plan Check - Non -Refundable $95.00 $95.00 $204.98 (State Responsibility Area) Building Inspection $109.9.8 _ $109.98 NON-REFUNDABLE portion of fees due at application $953.80, FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT Balance of Building Permit Fees (from No. 1 above) SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: $5,641.3! $1;288.21 RECEIPT DATE Tech/Asst Q� 5/1/06 Kourtni _ _ _ .....X.:-•��-- ter,. �--; t 33 I VA(; 11-ttb - KtblUtN I IAL' �plicationsAfter 04/15/06 ,c IPer Dwelling SFD ,> Per Dwelling MFD R-1 ° R-2 R-3 Per Dwelling . MH - County 1 4249.111 3183.54 3238.72 Chico Urban Area 6146.231 4538.82 5648.44 EI Medio Fire District 3249.971 2385.76 2422.68 North Chico Specific Plan 8486.40 8582.40 SR -1, SR -3, SR-1/PD 8801.091 7395.04 $100.00 R-1 ° R-2 R-3 8897.09 8390.091 7604.091 7491.04 6984.04 6198.04 774 Lindo Channel $8,267 Processing Fee is automatically added to impact fee total 1 9 WATER TENDER FEE (Not collected when impact Fees Applicable( Enter Bat.# 11 THERMALITO DRAINAGE AREA $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid DRAINAGE FEES* Temporary Dwelling $136 At time of building permit $136 I I ;- f f; 4 I N 8486.40 8582.40 RECEIPT DATE Tec_ sst $4,349.11 8075.40 7289.40 $100.00 $200.00 10 CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek $7,997 771 Comanche Creek $8,341 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek $9,088 773 Big Chico Creek $6,776 774 Lindo Channel $8,267 775 SUDAD Ditch $7,211 776 Mud -Sycamore Creek $6,275 777 PV Ditch $8,893 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling $136 At time of building permit $136 I I ;- f f; 4 I N ' r• RECEIPT DATE Tech/Asst . lLJ �I I annus renews or lrst renewa s. of to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check Js completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* _ Oroville Union High SchooL092 '-ti�_ �� i "''} 12a_EC EATION'DISTRICT FEES* Oroville ' f 5- t y i n/� 2 �•f - rf At the time of permit application, I w s advised the above fees are required to paid prior to issuance of the permit. These fees may be changed during the plan checking process. E Applicant: Date: Pursuant to Governmen code ec ion 66020, you are hereby n ( d those Items followed by an "*" may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion the above referenced items during which you may protest. The requirements for a protest are . specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 BUTTE OUNTY DEVELOPMENT FEE CERTIFICATION FORM FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) O PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) f"f� -(J a,(> Building Pen -nit Number _eot�7- qqh Property Owner (s) Project Location 1A Subdivision Name V New Development Assessable Sq. Ftge S ��) Type of Residential Development (check one) Alteration/Addition(s) Mobile home Demo Permit (date issued Comments: Single Family -Detached Non -Residential to Residential Mobile home replacement Single Family -Attached Multi -Family Dwelling verified by Assessor Department _ verified by Building Department 0 FRRPD 0 CARD 0 PRPD 0 .DRPD certifies that: R1n IA vim• �.�,�%,er ADB,- 22 S- 3 21 Applicant Name Phone Number 1 1 4 ��Y l� ►^ S �� J s e_ C4 q s) i i Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of. Dwelling Units @ $ Square Feet @ $ Remarks: Paid by Check No: to S _ Paid by Cash: per unit for a total of $ -41 (o t] per sq foot for a total of $ Receipt No: I �,_ � and Park�trict Representative Date a COPY of Document Recorded 24 -May -2006 2006-0026696 AND WHEN RECORDED MAIL TO: Has not been compared vith " original BUTTE COUNTY BUILDING DIVISION 7.COUNTY CENTER DRIVE BUTTE COUNTY COUNTY RECORDER OROVILLE, CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences•or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date i5 _ 2O--) � (� PROPERTY OWNERS: G' State of California ) County of /j[.,11'tct cv, _la ) On , /� ��� before me_ ., personally appeared ti ;� ' . personal) known to me (or oved to 'eon the basis of tisfactory eviden e) to be the person whose name is/ "e subscribed to the within strument Ind acknowledg d�to me that �{shh`� ttWy executed the same in l ' er "t"r authorized capacity ' nd th by �s er/ Ir sign u're on the i stli rum t *C � . g he person�or the entity upon behalf of which the person acted`�xecuted th 'nstrum t. WITNES my hand and offici seal. JENNIFER A. LIGON Signature -.�L, Ll�(�� Seal a Commission # 1451727 z Notary -Public - California s Z c.. Santa Clara County My Comm. Expires Nov 18,2007F A.P.# DESCRIPTION TEE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: PARCELS 1, 22 AND 27, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IV THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 28, 1991, IN BOOK 121 OF MAPS, AT PAGE(S) 72, 73, 74, 75, 76 AND 77. RESERVING THEREFROM A RIGHT OF WAY AND PUBLIC UTILITY EASEMENT OVER DALY AVENUE, AS SHOWN ON THE ABOVE MAP. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED JULY 9, 1996, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 96-25520, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY'AND AGREE TO THE TERMS OF SAID DECLARATION. PARCEL II: Al ALL THAT REAL PROPERTY SITUATE IN SECTION 23, TOWNSHIP 18. NORTH, RANGE 4 EAST, M.D.B. -& M., BUTTE COUNTY, CALIF., BEING A NON— EXCLUSIVE EASEMENT FROM ROADS AND PUBLIC UTILITIES PURPOSES ON, OVER AND UNDER A STRIP OF LAND 60 FEET IN WIDTH LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE:. BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION 23, FROM WHICH THE NORTHWEST CORNER OF SAID SECTION 23, BEARS SOUTH 87 DEG. 43' 56" WEST, 30.00 FEET; THENCE SOUTHERLY AND PARALLEL WITH THE WEST LINE OF SECTION 23, SOUTH 01 DEG. 24' 40" EAST, 967.90 FEET; THENCE SOUTH 44 DEG. 40' 28" EAST, . 409.87 FEET; THENCE ALONG A TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 125 FEET; A CENTRAL ANGLE OF 37 DEG. 15' 14" 114.07 FEET TO A POINT 30' NORTHERLY OF AND AT A RIGHT ANGLE TO THE SOUTHERLY LINE OF THAT CERTAIN PARCEL CONVEYED TO REGINALD A. LOFTUS BY DEED RECORDED MARCH 9, 1970, IN BOOK 1605, PAGE 106, OFFICIAL RECORDS; THENCE EASTERLY PARALLEL WITH AND 30 FEET NORTHERLY OF SAID SOUTHERLY LINE NORTH 87 DEG. 49' 07" EAST, 718.82 -FEET; THENCE NORTH 08 DEG. 09' 55" WEST, 411.20 .FEET; THENCE ALONG A TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 100 FEET.A CENTRAL ANGLE OF 116 DEG., 50' 27"; THE ARC LENGTH OF WHICH IS 203.93 FEET; THENCE SOUTH a 71 DEG. 19' 28" EAST, 76.78 FEET THENCE ALONG A TANGENT CURVE CONCAVE NORTHERLY HAVE A RADIUS OF 225 FEET; A CENTRAL ANGLE OF 45 CONTINUED DESCRIPTION - CONTINUED PARCEL II: - CONTINUED DEG. 30' 25" THE ARC LENGTH OF WHICH IS 178.71 FEET; THENCE NORTH 63 DEG. 10' 07" EAST, 356.87 FEET; THENCE ALONG A TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS 200 FEET; A -CENTRAL ANGLE OF 26 DEG. 53' 43"; THE ARC LENGTH OF WHICH IS 93.88 FEET; THENCE SOUTH 89 DEG. 56' 10" EAST, 388.82 FEET; THENCE SOUTH 39 DEG. 21' 10" EAST, 679.49 FEET TO THE EAST LINE OF SAID L0FTUS PARCEL AND THE END OF SAID CENTERLINE. PARCEL III; ALL THAT REAL PROPERTY SITUATED IN SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M., BUTTE COUNTY, BEING A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES. PURPOSES ON, OVER AND UNDER A STRIP OF GROUND 60 FEET IN WIDTH LYING 30 FEET ON EACH SIDE OF THE'FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE SOUTH LINE OF THAT CERTAIN PARCEL CONVEYED TO REGINALD A. LOFTUS BY DEED RECORDED MARCH 9, 1970, IN BOOK 1605, PAGE 106, OFFICIAL RECORDS, FROM WHICH THE SOUTHWEST CORNER OF SAID LOFTUS PARCEL BEARS SOUTH 87 DEG. 49' 07" WEST, 359.32 FEE(F; THENCE FROM THE POINT OF THE BEGINNING SOUTHERLY ALONG A CURVE CONCAVE TO THE' EAST HAVING A RADIUS OF 350.00 FEET, A CENTRAL ANGLE OF 32 DEG. 29' 56" THE ARC LENGTH OF WHICH IS 198.52 FEET; THENCE SOUTH 00 DEG. 37' 04" EAST, 57.90 FEET TO A TANGENT CURVE CONCAVE TO THE EAST HAVING A RADIUS OF 375.00 FEET, A CENTRAL ANGLE OF 52 DEG. 43' 4111, THE ARC LENGTH OF WHICH IS 345.07 FEET; THENCE SOUTH 53 DEG. 20' 23" EAST, 833.07 FEET; THENCE SOUTH 61 DEG. 22' 13" EAST, -815.23 FEET; THENCE SOUTH 01 DEG. 21' 4011.EAST, 928.63 FEET; THENCE SOUTH 89 DEG. 50' 47" WEST, 268.95 FEET; THENCE ALONG A TANGENT CURVE CONCAVE SOUTHEASTERLY HAVE A RADIUS OF 150.00 FEET, A CENTRAL ANGLE OF 91 DEG. 10' 43" THE ARC LENGTH OF WHICH IS 238.31 FEET; THENCE SOUTH 01 DEG. 10' 56" .EAST, 811.29 FEET; THENCE SOUTH 87 DEG. 49' 48" EAST, 456.31 FEET TO THE 'END OF THIS DESCRIPTION. PARCEL IV: A 60 FOOT WIDE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES ON, OVER AND UNDER A STRIP OF LAND THE CENTERLINE OF WHICH IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED DESCRIPTION - CONTINUED PARCEL IV: CONTINUED BEGINNING AT THE NORTHWEST CORNER OF SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE SOUTH 63 DEG. 15' 23" EAST, 419.40 FEET TO A TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 150 FEET, A CENTRAL ANGLE OF 52 DEG. 30' 2611, AN ARC LENGTH OF 137.46 FEET; THENCE NORTH 64 DEG. 14' 11" EAST 249.28 FEET TO THE CENTER OF A 50 FOOT RADIUS CUL-DE-SAC; THENCE NORTH 75 DEG. 33' 38" EAST, 523.62 FEET TO THE END OF THE HEREIN DESCRIBED CENTERLINE. PARCEL V: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHWEST CORNER OF PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 2, 1982, IN BOOK 87 OF MAPS, AT PAGE(S) 49; THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 3, NORTH 60 DEG. 49' 20" EAST, A DISTANCE OF 83.57 FEET, MORE OR LESS, TO THE CENTERLINE OF THAT CERTAIN60.00 FOOT ROAD EASEMENT,k,AS SHOWN ON THE AFORESAID PARCEL MAP AND THE TRUE POINT OF -BEGINNING OF THE LINE HEREIN DESCRIBED; THENCE FROM SAID -TRUE POINT OF BEGINNING SOUTH 22 DEG. 2-2' 02" EAST,A DISTANCE OF 442.62 FEET; THENCE SOUTH 00 DEG. 09' 39" WEST, A DISTANCE OF 526.05 FEET, MORE OR LESS, TO A POINT ON THE SOUTH LINE OF SAID PARCEL 3 AND THE END OF SAID CENTERLINE. SAID EASEMENT BEING FURTHER SHOWN AS CROSACOUNTRE ROAD, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 2, 1982, IN BOOK 87 OF MAPS, AT PAGE(S) 49. PARCEL VI: AN EASEMENT, 60 FEET WIDE FOR ROAD AND PUBLIC UTILITIES PURPOSES LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: CENTERLINE NO. 1: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 11, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE NORTH 86 DEG. 51' 56" EAST ALONG THE SOUTH _LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 11, 458.92 FEET TO THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED CENTERLINE; THENCE LEAVING SAID SOUTH LINE NORTH 20 DEG. 06' 22" EAST, 327.98 FEET; THENCE NORTH 18 DEG: 43' 37" EAST, 401.54 FEET; CONTINUED DESCRIPTION - CONTINUED PARCEL VI: CONTINUED THENCE NORTH 10 DEG. 52' 11" WEST, 446.71 FEET; THENCE NORTH 61 .DEG. 39' 02" WEST, 290.50 FEET; THENCE NORTH 234.48 FEET; THENCE NORTH 01 DEG. 45' 40" EAST, 322.12 FEET; 'THENCE NORTH 12 DEG. 34' 34" WEST, 653.03 FEET; THENCE NORTH 10 DEG. 49' 12" WEST, 343.90 FEET; THENCE NORTH 22 DEG. 11' 04" WEST, 322.31 FEET; THENCE NORTH 07 DEG. 36' 54" WEST, 471.41 FEET; THENCE WEST, 69.46 FEET TO A POINT ON THE WEST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 11 AND THE END OF THIS DESCRIPTION. THE SIDELINES OF SAID CENTERLINE SHALL BE LENGTHENED OR SHORTENED AS NECESSARY TO INTERSECT SAID SOUTH LINE OF SAID SECTION 11 AND SAID WEST LINE.OF SAID SECTION 11. CENTERLINE NO. 2: ' COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION 11; THENCE NORTH 01 DEG. 29' 16" WEST ALONG SAID WEST LINE OF SAID SECTION 11, .902.87 FEET TO THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED CENTERLINE; THENCE LEAVING SAID WEST LINE, EAST, 220.20 FEET TO A POINT ON .THE EASTERLY LINE OF THAT CERTAIN PARCEL OF LAND DESCRIBED AS PARCE&.. "A" IN A -DEED FROM STAR PACIFIC INVESTMENTS, INC., TO HENRY T. RUNGE, JR., AND CYNTHIA A. RUNGE RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO.. 89-20769 AND THE END OF THIS DESCRIPTION. THE SIDELINES OF SAID CENTERLINE SHALL BE LENGTHENED OR SHORTENED AS NECESSARY TO INTERSECT SAID WEST LINE AND SAID EASTERLY LINE. THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS SAID WEST LINE OF SAID SECTION 11 TAKEN AS NORTH 01 DEG. 29' 16" WEST. PARCEL VII: A RIGHT OF WAY AND PUBLIC UTILITY EASEMENT OVER DALY AVENUE, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 28, 1991, IN BOOK 121 OF MAPS, AT PAGE (S) 72, '73, 74, 75, 76 AND 77. O QPR�T /• ��Ll T T�a� I� 0 1 0< \0 0 \ dt, U N, �y eIcWOP Department J. Michael Crump, Director Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE] . Project Description: S t I Project Location and/or Parcel Number: .2 2 D D o L A -V--0. PA 1 12njt-o U By signing below; I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but. when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed- Title: igned:Title: O,, -v 1\ev— Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program . Revised 5/24/04 Butte County Department oiDevelopzlellt SC119ces. TrF° 7 County Center Drive oroville, CA 95965 (530) 538-7601 Telephone C0�NTy (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES [ request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledgd: a I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for* disposition of plans The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process 'begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances' from other -entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: �WuaP.e►^ APN: -o27 - i So- 626 OA Building site address: Z D L4 -,,e. PA ���'� ��, lid Permit No.: OL O 2 2 (,a I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission P,11the above -referenced building permit application and my signature below: - 2 00 SIGNATURE OF APPLIC DATE OWNER -BUILDER VERIFICATION TION 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.material for construction of this proposed property improvement: YES.[ ] NO [X]. 2. I HAVE [ J 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: 't Ao,' c1 4; 11 -- l ADDRESS: Po. �o�c Ig I Ai PHONE: --? — qr. e r 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and- provide the major work: NAME: ADDRES S: PHONE: CONTRACTOR'S LICENSE NO: S. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. ' Thm verification must he comleted and returned to our office before we are nermitteri to iccne the Butte County Department of Development Services X13. T ADMINISTRATION `BUILDING . GIS ° PLANNING o , o 0 0 o �L o 7 County Center Drive _G - Oroville, CA 95965 0 -='= o (530) 538-7541 Telephone CpU 14 (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do'your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed ownerbuilder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. 4' SITE PLAN REVIEW APPLICATION Date: 6Z2:?/rff AP# Permit Number (if applicable) �� �%�' h Bin Number APPLICANT INFORMATION Parcel Size- (. 3 Li G Owners Name: - Owners Address: Telephone No.: Site Address: Proposed Use: Residential 'El -New Single Family Residential U �� ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial. ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form Zone: GP:� Brief Explanation/Issue: DEVELOPMENT SERVICES INFORMATION (For Staff Use) Xt-oprov ❑ C nditionally Approved;931esolve Problems Prior to Approval ❑ Resolved BY Date t . 1 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone SRA - (CDF to determine specific requirements) . ❑ 100 -Year Flood Plain: • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ , Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: l' General Plan: -ZJ�/2 Applicable Building Setbacks: ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Zoning Code Streets & Highways Fire Prevention Subdivision Map Front D Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Created By: [] Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: .❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision Map/Parcel Map: Map Date of Recording: Lot: 7 Book: Pa e: _2--.2 3 t 3 � . ,,,.� , � , � �F a; , +tib. i i�, ,� k � � ' �. ► +;,,,� ° e` ^�. � '�' �' ""�" r I� �' g� � , c,T r _ :tel _ -s'—'� __�. - ., 4 L} r' �� • -`"` � r.: L.+: 1 F y�.��� �'► � � '4 , ��• � T' ` _ � G' � � ..1�[�� pj''�, t• a '^�' sa✓ '—`�,� '� . � � .. �.-�'` � - '�����/III !�i � � '� � •.,fes- I ti.. � ( - � � `� ,/y � '�.I Fyy { C - — _ rya- .. �t� '" - � y. r �k. �..k :I iR ZP lb IL a 100 0 100 200 300 400 500 Feet® Kupper APN 027-130-020 View west from southeast corner of property View northwest from south property line. House site —35' across f: 4 - T vQ 1lla � .2 View west/southwest with access from Dustin Lane _;'-�; SV �" LANE 17, sf,p4�. o 'sip View northeast; structure —9' from south boundary. Note gentle slope CD Cl pcz r^,. •`� r, } � .r �\ ` ��y�_ — Vis; _ � y.•�. J.. _. �. ' w fir. L'!�'� . 4� `w'�1 O c. '�•�.� �` O ,� ,s �� 7 a Qr Jou_ - n � �' �S•.. � �: � ' .� ' �-•�-` ." Gam. ,� � t 4 i f� ��`i� '�' +V'►: f �;.�^ 4 -�• } `�. _ . Q 41 500 0 500 Feet ® Kupper APN 027-130-020 24-90.10 A-5 through A-160 site requirements., Chapter 24 ZONING* Article III. Zone Districts` 24-90.10 A-5 through A-160 site requirements. Areas and setbacks are minimum requirements unless otherwise stated: A-5 5 Lot Front Yard Side Yard Rear Yard Zone Lot Area Frontage Setback Setback Setback District (acres) (feet) (feet) (feet) (feet) A-5 5 65 20* 15 10 A-10 10 65 20* 10 10 A-15 15 65 20* 10 10 A-20 20 65 20* 25 25 A-40 40 65 20* 25 25 A-160 160 11 65 11 20* IF 25 25 * Minimum front yard setback shall be twenty (20) feet from the edge of the ultimate right-of-way from all public or private roads except where the road is classified as a federal aid road, in which case the setback shall be twenty-five (25) feet from the edge of the ultimate right-of-way. (Ord. No. 3176, § 1(Exh. A), 1-24-95) Page 1 of 1 http://municipalcodes.lexisnexis.com/codesibutteco/ DATA/CHAPTER24/Article_ III_ Zone Districts /... 6/29/2006 WILL®AN Serving Public Agencies August 14, 2006 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX 938 14th Street, Suite 200 Marysville, CA 95901 530/749-2373 fax 530/749-2199 www.willdan.com BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Jurisdiction Job No: 06-0996 Assessor's Parcel No: 027-130-020 Description: Kupper SFD (Revision to letter of 8/11/06) Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2"d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: * Plans: Two (2) copies, sheets 1 through 9, and T-24 dated 4/21/06 by Oak Springs Studio. * Structural Calculations: Two (2) copies 9 pages dated 4/26/06 by Peter Schurch & Associates. * Energy Calculations: Two (2) copies dated 4/24/06 by Allen Witzel. The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. -r On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. Cc: Alice Mefford amefford@buttecounty.net Peter Schurch & Associates, Email: redpencil@pacbell.net Oak Springs Studio, Fax: 707-744-1708 Sandra Kupper, Email: smkweaver@aol.com 11 r. WILLDA°`l Serving Public Agencies APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the 2001 California Building Code.(CBC). • Part 6, known as the 2005 California Energy Code, and Energy Commission Standards (CECS). CODE ANALYSIS Specific Use p Type of Occu anc Type of Construction ls` Floor Stories S Ft Total Sq Ft NSF R-3 V -N 1 550 550 PATIO R-3 V -N 1 296 296 PORCH R-3 V -N 1 129 129 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. Sincerely, Tom Trueb Plans Examiner Page 2 of CD Gustavo Franco, S.E. Plan Check Engineer Brute Count, 06-0996 Willdan..PC1.F 5 �w� ■u■ .n. u■ 0 Z5 L'- I TITLE 24 REPORT I Title 24 Report for: Kupper House 270 Dustin Lane Oroville, CA Project Designer: Oak Springs Studio P.O. Box 535 Hopland, CA 95449 707-744-1611 Report Prepared By: Allen Witzel Blueprints and Copies 846 South State Street Ukiah, CA 95482 (707) 462-1197 Job Number: C) ( ?(P ,0-007 PLANS AUG 11 2006 JUN 2 8 1006 BUTTE COUNV BUILDING DIVISM Date: WILLDAN .APPROVED 4/24/2006 MARYSV11-.-L o W1 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.1 by EnergySoft Job Number: User Number: 5336 I TABLE OF CONTENTS I Cover Page 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Summary 7 Form WS -5R Residential Kitchen Lighting g HVAC System Heating and Cooling Loads Summary 10 EnergyPro 4.1 by EnergySoft Job Number: User Number: 5336 y A R Certificate Of Compliance : Residential (Part 1 of 4) CF -1 R _Ku p.p_e.r_H_o.use [X-] Single Family ❑ Addition Total Conditioned Floor Area: 41.2_4/_2006 Project Title Area ❑ Multi Family EJ Existing + Add/Alt Date 27_0_DUsti n_La.ne-Qrovlll.e ft2 Building Front Orientation: (S) 180 deg Project Address 0 ft2 Fuel Type: Building Permit # -Blue-prints-and-Co-pi e_s Slab on Grade Area: 550 (707) 462-1197 Fenestration: Documentation Author -0._0.74_ Average Ceiling Height: Telephone plan Check/Date -Ene.r_g_y_P_r_o Compliance Method 131 ft2 Avg. U: 0.79 11 Climate Zone 1.00 Field Check/Date Ratio: TDV Energy Use Standard Proposed Compliance 0 (kBtu/sf-yr) Design Design Margin Space Heating 22.34 17.25 5.10 Space Cooling 24.16 38.75 -14.59 Fans 4.73 7.02 -2.30 Domestic Hot Water 28.96 16.49 12.48 Pumps 0.00 0.00 0.00 Totals 80.19 79.50 0.69 Percent better than Standard: 0.9% Building Type: [X-] Single Family ❑ Addition Total Conditioned Floor Area: 550 ft2 Area ❑ Multi Family EJ Existing + Add/Alt Existing Floor Area: n/a ft2 Building Front Orientation: (S) 180 deg Raised Floor Area: 0 ft2 Fuel Type: 1.7.3_ Natural Gas Slab on Grade Area: 550 ft2 Fenestration: 1.88_ -0._0.74_ Average Ceiling Height: 10.0 ft Area: 131 ft2 Avg. U: 0.79 Number of Dwelling Units: 1.00 Ratio: 23.8% Avg. SHGC: 0.68 Number of Stories: 1 0 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt. Area .KVAC_System 550 -5,500 1...00_ Conditioned- -Setback- 2 -n/a OPAQUE SURFACES JA IV Reference Insulation Act. ❑New Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Wall- Wood- 214_ _0.074_ -R_1.9_ _R=0.0_ 1.80__90 _0.9=A5 Wall_ Wood_ 1.7.3_ _0...0.7_4_ _R_1.9_ _R=0..0- _2.7.0_ 9.0 Wall_ Wood_ 1.88_ -0._0.74_ _R_1.9_ _R=0.0_ 0_ 9.0 Wall- Wood_ 1.92_ _0_0.7_4_ _R_1.9_ _R=0.0.90__90 .Roof Wood_ 529_ _0..029_ -R=38_ _R=0.0_ 1.80_ 0 Gains Condition Y / N Status JA IV Reference Location / Comments I ❑New _0.9=A5 1.st_Eloor IX ❑ N.ew _0.9=A5 1.s.LEloo.r IX ❑ N.ew _0.9=A5 1.st-Door I ❑New _09=A5 1.sLEJoor DQ ONew _02-A11 1.st-Eloor. EnergyPro 4.1 by EnergySoft User Number: 5336 Job Number: Page:3 of 10 1 0 Certificate Of Compliance : Residential (Part 2 of 4) CF -1 R Kupper House 4/24/2006 Project Title Date FENESTRATION SURFACES Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. True Cond. Location/ # Type 0.1 2.0 Area U -Factor' SHGCZ Azm. Tilt Stat. Glazing Type Comments 1_ Wind.owF_ront_(.S_)_ 2.0 _5.6_0_ _0_79.0 11.6=A._0...7-0 116-6 1.80_ _9.0- N.ewD.o_ubi.e-M.etal_Cl.ear tst-Eloor 2 Window Left (_W) 30.0 0.790 116-A 0_70 116-6 270 90 New Double Metal Clear 1st Floor 3 Window Rear (N) 24.0 0.790 116-A 0_70 116-B 0 90 New Double Metal Clear 1st Floor 4 Skylight Front (S_ 21.0 0.790 116-A 0_59 116-B 180 0 New Double Metal Tinted 1st Floor 0 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 116B INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. 1 Bug Screen 0.76 6.0 9.0 2.0 0.1 2.0 2.0 2 Bug Screen 0.76 3.0 4.0 2.0 0.1 2.0 2.0 3 Bug Screen 0.76 3.5 7.0 2.0 0.1 2.0 2.0 4 None 1.00 r THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments ConcreteHe�eight 550 3.50 28 0.98 0 26-A1 New _ 1 st Floor / Slab on Grade Run Initiation Time: 04/24/06 11:14:32 Run Code: 1145902472 EnergyPro 4.1 by EnergySoft User Number: 5336 Job Number: Page:4 of 10 Insulation PERIMETER LOSSES Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter 100 None No Insulation 26-A1 New 1st Floor Run Initiation Time: 04/24/06 11:14:32 Run Code: 1145902472 EnergyPro 4.1 by EnergySoft User Number: 5336 Job Number: Page:4 of 10 Certificate Of Compliance : Residential (Part 3 of 4) CF -1 R Kupper House 4/24/2006 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type HVAC System Room Furnace 75%AFUE No Cooling 13.0 SEER New Setback. HVAC DISTRIBUTION Location Heating Cooling Duct Location Hop and, CA 95449 Duct Condition R -Value Status Ducts Tested? HVAC System Dauntless / with Ducted Attic Address: 6.0 New No Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Rated l Tank Energy Standbys Tank Insul. Water Heater # in Input Cap. Condition Factor Loss R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE 1 (%) Ext. Bosch W400 Large Gas No Pipe Insulation 1 117,000 1 New 0.79 0.00% 0.0 Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ftL Add 1/2" Control # HP Type In Plenum Outside Buried Insulation 1 For small gas storage (rated input <= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. COMPLIANCE STATEMENT This certificate of compliance lists the building features and 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. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Name: Title/Firm: Oak Springs Studio Address: P.O. Box 535 Hop and, CA 95449 Telephone: 707-744-1611 Lic.# ____ (signature) Enforcement Agency Name: 2 (date) Title/Firm: Address: Telephone: Documentation Author Name: Allen Witzel Title/Firm: Blueprints and Copies Address: 846 South State Street Ukiah, CA 95482 Telepho 07) 462-1197 noa (sig (date) Certificate Of Compliance : Residential (Part 4 of 4) CF -1 R Kupper House _ 4/24/2006 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the raequacy or me special lusancauon ana aocumentauon suomittea. Plan I Field The DHW System 'Bosch W400" is a Large Storage Gas water heater with Pilot Loss = 420 btuh. HIGH MASS Design - Verify Thermal Mass: 550 sgft Exposed Slab Floor, 3.50" thick at 1st Floor t HERS Required Verification Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a CEC- .ific nst I Plan I F allation certate. C, EnergyPro 4.1 by EnergySoft User Number: 5336 Job Number: Page:6 of 10 I A Mandatory Measures Summary: Residential (Page 1 of 2) MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check NIA if not applicable. NIA DESIGNER ENFORCE - MENT Building Envelope Measures ❑ ❑X ❑ i§ 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ ❑X ❑ § 150(b): Loose fill insulation manufacturer's labeled R -Value: ❑ ❑ ❑ �§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not ❑ ❑X ❑ apply to exterior mass walls). ❑ ❑ ❑ *§ 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. ❑ 0 ❑ § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. ❑ ❑X ❑ 1. Masonry and factory -built fireplaces have: ❑ ❑X ❑ a. closable metal or glass door covering the entire opening of the firebox ❑ ❑ ❑ b. outside air intake with damper and control, flue damper and control ❑ ❑ ❑ 2. No continuous burning gas pilot lights allowed. ❑ ❑ ❑ § 150(f): Air retarding wrap installed to comply witt§ 151 meets requirements specified in the ACM Residential Manual. ❑ ❑ ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ ❑ ❑ § 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor ❑ ❑ ❑ permeance rate no greater than 2.0 perm/inch. ❑ ❑X ❑ § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and ❑ EJ CF -6R Form: ❑ ❑ ❑ § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ ❑X ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain ❑ ❑X ❑ Coefficient (SHGC), and infiltration certification. ❑ ❑X ❑ 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ ❑X ❑ Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ ❑X ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑ ❑X ❑ § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ ❑X ❑ § 1506): Water system pipe and tank insulation and cooling systems line insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with ❑ ❑ ❑ insulation having an installed thermal resistance of R-12 or greater. 2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external ❑ ❑ ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire ❑ ❑X ❑ length of recirculating sections of hot water pipes shall be insulated to Table 150B. 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source ❑ ❑ ❑ and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A. ❑ ❑ ❑ 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment ❑ ❑X ❑ maintenance, and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑ ❑ ❑ entirely in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑ ❑ ❑ EnergyPro 4.1 by EnergySoft User Number: 5336 Job Number: Page:7 of 10 Mandatory Measures Summary: Residential (Page 2 of 2) MF=1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE - applicable. N/A DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, ❑ ❑ ❑ 605, and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minumum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than ❑ sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive ❑ duct tapes unless such tape is used in combination with mastic and draw bands. 4. Exhaust fan systems have back draft or automatic dampers. ❑ 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating ❑ dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment ❑ maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 7. Flexible ducts cannot have porous inner cores. ❑ § 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the heater, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) § 118 (i): Cool Roof material meets specified criteria Lighting Measures § 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz. § 150(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, luminaire has factory installed HID ballast. § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d). § 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are controlled by an occupant sensor that complies with Section fl 9(d) that does not turn on automatically or have an always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. X ❑E ❑ ❑ I Im § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ® ❑ ❑ ❑ ❑ ❑ ® ❑ ❑ FAI ❑ ❑ FAI ❑ Im § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 150(k)8: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more ❑ dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d). EnergyPro 4.1 by EnergySoft User Number: 5336 Job Number: ❑ ❑ ❑ ❑ Page:8 of 10 Residential Kitchen Lighting Worksheet WS -5R Kupper House Project Title Date 4/24/2006 At least 50% of the total rated wattage of permanently installed luminaires in kitchens must be in luminaires that are high efficacy luminaires as defined in Table 150-C. Luminaires that are not high efficacy must be switched separately. Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kitchens. High Efficacy Luminaire Type High Efficacy? Watts Quantity Watts Other Watts (1) 28w Compact Fluorescent 2D Elec Yes X No 28.0 x 2 = 56 or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or 3 Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No I x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Total A: 56 B: 0 COMPLIES IF A >_ B YES Q NO ❑ EnergyPro 4.1 by EnergySoft User Number: 5336 Job Number: Page:9 of 10 1 13 (HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Kupper House 4/24/2006 SYSTEM NAME FLOOR AREA 1 HVAC System 550 1 ISYSTEM Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM I Sensible 529 12,990 637 308 13,144 0 1,814 0 00 0 0 0 0 0 0 0 1,814 0 16,618 637 Direct Vent Htr 0 0 Total Adjusted System Output ��� (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK I Aug 2 pm 25.0 OF 70.0 OF E 110.OoF Outside Air 0 cfm Heating Coil 70.0 of 25,000 25,000 Jan 12 am Supply Air Ducts 110.0 of ROOMS 70.0 of --- � Return Air Ducts `S I Il DOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Coolina Peak) 102.9 / 71.5 of Outside Air 0 cfm 78.0/62.2 of 78.0/62.20F ■ 55.0/53.60F Cooling Coil �% Return Air Ducts 11 Supply Air Ducts 55.0/53.6 OF 41.0% R.H. ROOMS 78.0/62.2OF EnergyPro 4.1 by EnergySoft User Number: 5336 Job Number: Page: of 10 --- ----- -- -- ---- --- � C .y April 26, 2006 Structural Calculations and Design for the Kupper House 270 Dustin Lane Butte County, CA Prepared by Peter Schurch References: 1. Architectural drawings by Brain Manning 2. NDS 1997 Edition 3. 1997 UBC / 2001 CBC 4. TH Software v 6.20 5. Enercalc Software v 5.8 Peter Schurch and Associates Civil and Structural Engineering 7528 Leland Street, Sebastopol, CA 95472 (707) 829-9052 (phone and fax), redpencil@pacbell.net PLANS -A-FRO-i AUG 11 2UU6 JUN 2 8 2006 WILLDAN 14ARYSVXLLE ®FFICI: QRpFES0 C-2 Q w �`a8 n XP 12/31; JD OtVIL OF L%T- F %:�-N 11 Design Criteria 1997 UBC Seismic Factors Soil profile: Sd Seismic Zone: 4 Seismic source type: A Distance to fault: 10 km Na= 1.0 Ca = 0.44 x Na = 0.44 Importance = 1.0 "R" structural factor: 5.5 Redundancy = 1.0 V/W=2.5 xCaxI/ 1.4x 5.5 =0.14 Wind Factors: 80 mph, Exposure C Roof Loads 12 psf DL 16 psf LL Soil Bearing Class 5: 1000 psf assusmed Vf Z \(53 � z(I got NOet6= 1-7 z v Z ((Fort _ 2 Peg® 29 of 35 S N f3 ► t_� 1'ac c �5 � � � Nems Product I I Fastener Stud Shear Product Thickness Fastener Spacing Frame Spacing Value Type (inch) Type (Inch) Types (inch) (ptO Hardfflex 3116 4d common 1-1/2 in. log 6 2 x 4 woods 16 145 Hardisoffit Hardipanel 114 4d common 1-1/2 in. king 8 2 x 4 woods 16&24 120 Hardiflex Hardisoffit Hardtbacker 114 0.086 in. x 1-318 in. 6 2 x 4 woods 16 & 24 140 Titan long gypsum wall board nail Hardipanel 114 6d common 2 in. long 6 2 x 4 woods 16 190 Hardtflex Hardipanel 114 No. 11 ga.1-1/4 in. long 61 2 x 4 woods 16 & 24 180 Harditx galvanized tooling nail Harditex Hardibacker Titan Hardipanel 114 No. 11 ga. 1-1/4 in. 9 4 edge 2 x 4 woods 16 & 24 265 Hardiflex gahmntmd roofing nail 12 field Harditex Hardibacker Titan Hardipanel 114 No. 11 go. 1-1/4 in. long 3 edge 2 x 4 woods 16 & 24 295 Handiflex galvntred roofing naff 6 field w/48 in. karditex mid -height Hardtbaclker block Titan Shiplap 5116 0.092 in. shank, 0.225 in. HD, 2 in. kung 3 edge 2 x 4 wood• 16 268 ring shank nail 8 field Shiplap 5116 0.092 in. shank, 0.225 in. HD, 2 in. long 4 edge 2 x 4 wood` 16 238 ring shank trail 8 field Shiplap 5116 0.092 In. shank, 0.225 in. HD, 2 In. long 5 edge 2 x 4 wood` 16 208 ring shank nail 8 field Shiplap 5116 0.092 in. shank, 0.22.5 in. HD, 2 In. long 6 edge 2 x 4 wood` 16 179 ring shank mail 8 field Shiplap 5116 0.092 in. shank, 0.225 in. HD, 2 in. long 7 edge 2 x 4 wood' 16 149 ring shank rail 8 field Shiplap 5116 0.092 In. shank, 0.225 in. HD, 2 in. long 8 edge 2 x 4 wood` 16 119 ring shank nail 8 field Hardipanel 5116 0.091 Irv. sunk, 0.225 in. HD, 1.5 In. 4 edge 2 x 4 wood' 16 198 Hardfflex long ring shank mail 8 field Hardipanel 5/16 4d common 1-1/2 in. kxg 8 2 x 4 woods 16 & 24 120 Harditlex Hardipanel 5/16 6d common 2 in. long 6 2 x 4 woods 16 200 Hardtflex Hardipanel 5/16 6d common 2 in. long 6 2 x 4 woods 24 153 Hardiflex Hardipanel 5116 6d common 2 In. long 4 2 x 4 woods 16 233 Hardiflex Hardipanel 5116 6d common 2 In. log 4 2 x 4 woods 24 212 Hardiflex Hardipanel 5116 6d common 2 in. lug 6 edge 2 x 4 woods 16 157 Harditx 12 field Hardipanel 5/16 6d cornrnan 2 In. tag 6 edge 2 x 4 wood i 24 145 Hardiflex 12 field Hardipanel - 5/16 No. 11 ga.1-1/2 in. kxg 6 2 x 4 woods 16 200 Hardtflex galvanized rooting nail �Z Harditex Hardibacker Hardipand i 5116 No. 11 ga.1-112 In. long 4 edge 2 x 4 woods 16 280 Hardiflex galvanized roofing nail 12 field Harditex Hardibacker RADAL.- PpLacb-,—. -v4 ACM 12cxo F —r4o, LIE Cl ZS P4 co ? I L4 4 4 t 9'Fo MC t tf" Crp,� la" V-krT131F `� `- t,stia-ttarEtT �F �'AwJt3L (-110 � 7 -L -=51'e T r i �, =lS-70"t- T,,.,,,®&M,' ��22M 2 Pcs of 11/2" x 91/4" 1.6E Solid Sawn Douglas Fir #2 P� ve2 4117*006er 6.2016 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 612 Roo! SlopeO.12 Ep b 1T ` All dimensions are hori¢ontaL Produd Diagram is Conceptual. LOADS:_ Analysis its for a.Drop .Beam Member. Tributary Lead Wi the V Primary Load Group - Roof (psf): 16.0 Live at 125 Sl. duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Point(lbs) Roof(1-25) 0 488 9' Tapered(ptf) Roof(125) 16.0 To 96.0 12.0 To 72.0 0 To 14' SUPPORTS: DESIGN CONTROLS: Input _Bearing Vertical Reactions (lbs) Width Length Live/Dead/UpIllItTotal 1 Stud wall 3.50" 1.50" 296/441101738 2 Stud wall 3.50" 1.5(r 488/727/0/1215 Application Comment Replaces Other By Others None By Others None -See TJ SPECIFIERS / BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -1.186 -1035 2197 Passed (47%) Rt. end Span 1 under Roof loading Moment (Ft -Lbs) 3900 3900 4287 Passed (91%) MID Span 1 under Roof loading Live Load Defl (in) 0.139 0.456 " Passed (U999+) MID Span 1 under Roof loading Total Load Defl (in) 0.385 0.683 Passed (U425) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL'U360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at T Ur o1c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, chedrs and shakes. See NDS for applicability of inrxease. -Analysis based on vertical loads only and assumes structural supports as noted in the input Areal loads are not considered in this analysis. Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business OPERATOR INFORMATION: Peter Schurch psc 7528 Leland St. Sebastopol, CA 95472 Phone : 707-829-9052 Fax : 707-829 9052 redpencil@pacbell.net . � Ot1�er Standard C;onsfiv�'ons and Wire Ropes LESMM ..a.111.14 wua Rove b x 7 Classification In a 6 x 7 rope the wires are larger than those of other constructions of the same diameter. Wires of a 6 x 7 are approxi- mately twice the diameter of outer wires of a 6 x 25 FW rope. The large size of outer wires give this loss excellent abra- sion resistance - at great sacrifice of bend -ability and resistance to fatigue. The standard 6 x 7 construction is made with Fiber Coreand Right Regular Lay. Reserve strength is 17%. Flattened Strand rope is made with trian- gular shaped strands which make it more compact. It Contains more steel than a standard round strand rope of equal size, and has n0 equal for duraWl"ety when used on the right application. It is especially adaptable to heavy loads where speed of operation is not too fast, where adequate diameter sheaves and drums are available, and where a compact rope is required to reduce crushing under heavy loads. 6 Flattened (Triangular) Strand Wire Rope 6 x 25 Stye B is eeeade 314" sed imailw. 6 x 30 Style G is made in 7/8" and iargw. IMPROVED PLOW STEEL EXTRA DIAMETER .IMPROVED IN APPROXIMATE WEIGHT NOMINAL STRENGTH IN TONS INCHES PER FOOT IN POUNDS OF 2000 POUNDS FIBER CORE IWRC FIBER CORE lWRC NOMINAL 1/4 A94 .10 2.64 2.84 5/16 .15 .1610.. PER FOOT 4A1 3/8 21 2361 6,30 7116 .29 .32 793 SS2 1/2 .38 A2 103 11.1 9/16 A8 53 13.0 14.1 5M 99 .fib 159 47.1 3/4 S4 .92 22.7 24A 7/8 1.15 127 307 3" 1 190 155 397 42.7 11/8 190 2A9 498 63.6 11/4 2.34 2.57 612 65.6 13IB 2.84 3.12 73.1 76.6 1112 3.38 1 3.72 1 882 927 Flattened (Triangular) Strand Wire Rope 6 x 25 Stye B is eeeade 314" sed imailw. 6 x 30 Style G is made in 7/8" and iargw. EXTRA IMPROVED PLOW STEEL .IMPROVED PLOW STEEL FIBER CORE IWRC MRC ODUNETER INCHES APPROX. NOMINAL APPROX. NOMINAL NOMINAL WEIGHT STRENGTH WEIGHT STRENGTH STRENGTH PER FOOT IN TONS OF PERFOOT IN IONS OF IN TONS OF POUNDS 2000 LBS. POUNDS 2009 LBS` 2000 LBS 112 A5 .112 A7 127: 1" 518 .70 183 .73• t97 217 314 tAt 28.2 126, 28.2 31A 718 1.39 35A 1 A6 38A 419 1 180 46D 189 49A 54A 11/8 218 573 239 62.2 685 1114 281 71A 295 78.3. 84.0 1318 3AO a55 357 919 1012 11/2 425 101. 4.25 108. 119. 1 SIB 4.75 118. 0.99 M. 140. 1314 5.51 136. 9.79 146. 161. 1718 6.33 155. 6.55 167. 184. 2 710 176. 756 189. 207. 21/6 IL73 197. 854 212. 233. 2114 1 9.10 1 220. 1 956 1 236 260- 05/.24/2005 11:30 858-694-3787 SDCNTY DPLU BLDG KM PAGE 12/17• 4 � PLANS APPROVED r AUG .11 2006'. COMAL-,4,5TH/ bo �. 42 ore ew vii. ` IiI i� hlrmo L-Oy IN )&Ace '-opselpon /S Lf,40 leo 10 AIW -'IAI A4 Ce w/rl/ el M 2 7A-, 7.a_,i� ildxI/ �(� ����`� t ' UN` - x . GILDING bav1StON 05/.24/2005 11:30 858-694-3787 SDCNTY DPLU BLDG KM PAGE 13/17 Mea, /b-. STANDARD MARE ROPE 7MIM9LEM EXTRA HEAVY VWRE ROPE THIMBLES Net DID e8IV OMd and Stalnlesa Stoei QALtt1 miumy ansm Imum1 R� • Y l (OPEN OA7'TEAIq MOO aONION Mftwoo gym• A411 STANDARD, Remoulondiod for dpM duty RO Me. 0411 !!bets Federal Specification MT -00 Type N. r 8"14 available M Stainless IM4) Steel. 4; W7, EXTRA Mmvv A 9 rope INIVIDfe recomn OWed for Bary duty smite. TAimbtes 6 414 mile!. FWend Specification FF•T-M Type M. . 84112 MUD F1t3 open wire rope socket, boom pen-,: dm Clovis, as well as wedge socket. IR7i ff� li� llll� if� i� iil� � W3ZWKMn MUM <I 110MaNLILMIIUM© MUM Immiff- K" WMM*TM MOM ® U13M urm Ems KM wom Fon i E A K71, W EMU IFUM U-10 filEst£" SLYM9 3 R Imo ff_mt;o F�� EI7 L .rim 1 QALtt1 miumy ansm Imum1 R� • Y l (OPEN OA7'TEAIq MOO aONION Mftwoo gym• A411 STANDARD, Remoulondiod for dpM duty RO Me. 0411 !!bets Federal Specification MT -00 Type N. r 8"14 available M Stainless IM4) Steel. 4; W7, EXTRA Mmvv A 9 rope INIVIDfe recomn OWed for Bary duty smite. TAimbtes 6 414 mile!. FWend Specification FF•T-M Type M. . 84112 MUD F1t3 open wire rope socket, boom pen-,: dm Clovis, as well as wedge socket. TURNBUCKLE- ENGINEERING- DATA A. ,L W. Mm Raw-.' � t(.� i.��. �� ��?At•''�• (i . ii:.'.' .uj..�ryrh' ��:(t� �� � ' �aYT1'ypiyl slum� SYVr�111 '`t • - 1 '1'¢'x'1 '��,P�w �v-^t ..'[� -.'1, NS'l:Z..C.1 LJ`H E'tY; J �d fir♦-9 C U E. Y �^,}���MS� � Ji{ 11�fE7r j WIN �t1'•—a� •� 1EMIRS InumWONNANO W-AM :;.1. 05/24/2005 11:30 858-694-3787 SDCNTY DPLU BLDG KM PAGE 15/17 .r«- I Amw HG -225 HG -2= MG -228 HOOK HG -226 HOOK & HG -27T G- d8 AND EYE EYE a EYE NOOK .JAW � EYE JAW Mems Faderet mom Federal _ Nems Feew+1 $p'°B tipeedir etlons ttpecMcguoee tilsDts F FF, -T -79th Ff.T•7fa7b FF -T -701b RF-T-79tb f 79tAe Type / Form -� CLASS 0 1 CLASS 4 f - Cype LASs s ftm I.� $ Type 1 fora Hat dip *MV8"leed /a CL/L,S 7 tptd steel, s!t Md except yj. %s and %. sires quenched and tempered. bodies heat of de by normalkfng. Outeleadin9 dg9n �Ws in- C!Udthrough p�� tumbuekte eyes. For turnbM*le short. y� 12". shaeklm one site sAratter Can be reeved through tumbuckia eye. Mod thread en htcluaim feature, -ys�. Sa : _... ki A�r� 3' THA itMIMBUCyKILE WITH THE MQO Mr wr.:9L THREAD r .. r Jaw "d Fittings, sires y r 1 Nuts. .30 nd � tptp - - tinge- Dims ;y,^ through 111tL 7,11':-• ' have Pins and Cotters; .47 Mot dip gNvnised Look - Hutt evauatde for ell sizes •75 1.60 G40B .H.-64060, l.H,-- Z Hooks not supplied on 2 • ei" IsMor then w_^ 2 -ys�. Sa : _... ki A�r� 3' Mr wr.:9L • �:' •: =: is !. r .. OVA .30 �7Z . x t3 111tL 47 .47 .5Z •75 1.60 _• .76 f.53 .81 t-50 �� -• ��1e ... 1.15 _ 1.71 2.06 t,f4 -..Z 2.15 235. z.iz 12 11l .__ _ 3.13 _ ...3.06 r••3.78 7.24 3'' "4 _ 9.74 -• -......_ .- 3.69 � -..- - - --- • - 00 ,.. _ 12 _...--..._ .. 5.43 • p ...... . ,..t�.3 __....__-- T.?,9 7 5 T.w % x 12 _ t 2 _ - ------� e.to' _ e .....`_..e.t� _ 12 1_iS._. _. X11 =ij igao .38� -. � •.-,,,• 14.00 t3_�G _ i4:C0 t�.Op' . _1725 19.00 _17.8 _ . • 24 "•. _ 24.11 2i2$ _-. v_�SO 41bY � .. • 28,00 11 • - _ _.Aii _ 44�i ._. 91.00 `37,50 ' 39.16 75 QQ ` -. _ .... ... _ _ --_ X2.60'- - 53.y5 x.04 x 24 47 _ 50.00 _ 63-36 51 li . _. , 65.25 84.2 511'/4 -- 1 �1. -150.00 18500 rt Zi w 05/24/2005 11:30 858-694-3787 SDCNTY DPLU BLDG KM t tether Standard Constructions and 8-Stran4l Wore Ropes , 6 x 7 Classification In a 6 x 7 rope the wires are, larger than thole of other cortitructions of the same . diarnatar. WIrn of s 5 x 7 ane approxi- mately twice the diameter of outer wires of a 0 x 25 FW rope. The carpe size of outer wires give this class excellent ebro- sion resistance -. at great saorifierr .of bond ability and resistance to fatigue. The standard 6 x 7 comUuction is made with F fiber Core and) R fight Regular Lay. Reserve are" is 17%. PAGE 17/17 Flattened (Triangular) Strand Wire, Rope 6 4 23 byna e is Tadd Vr an4 aesat►ar. 6 x 0012►N Q Is mads in TA" aa4 laaar. 6 x 25 Style B 6 x 30 style G Flattened Strand rope is made with trion. Pular shAPed strands which make it mare ' compact. it contalna more heel than a standard rand strand rope of equal size, and has no equal for durability when used on the right application. It Is espe¢ioily adaptable to heavy loads where speed of operation is not top fast, where adequate diameter sheavot and drums are available. 2nd where a compact rope is required to mouee crushing under heavy loads. IMPROvEo PLow SrEEL DIAMETER IMPROVED PLO" STEEL IN APPROx101ATQ HMQIGHT NOIIAIMIAL STREFIGTM IN TONS "WMES PER FOOT IN POLgj= OF 2000 roU011" FIBER CORE 9WRC FIOER CORE MRC APTf10X 114 slid an A04 .1111 41 is .19 as Zia 4.10 WM to 4AI am 74,8 lilt wig .Z9 As n Al .a3 733 .: 123 13r0 s,S2 11.1 art so 214 710 so .r4 I.1K AS as 127 lad alta 9111 17.7 24A 3" 1 11/0 1114 lag 190 2.34 tris: ass 257 31111 484 ata 422 996 G" 12A 1112 2As 9.39 2.12 32; 1 75.1 Mj 78,0 92.7 Flattened (Triangular) Strand Wire, Rope 6 4 23 byna e is Tadd Vr an4 aesat►ar. 6 x 0012►N Q Is mads in TA" aa4 laaar. 6 x 25 Style B 6 x 30 style G Flattened Strand rope is made with trion. Pular shAPed strands which make it mare ' compact. it contalna more heel than a standard rand strand rope of equal size, and has no equal for durability when used on the right application. It Is espe¢ioily adaptable to heavy loads where speed of operation is not top fast, where adequate diameter sheavot and drums are available. 2nd where a compact rope is required to mouee crushing under heavy loads. 6 , EXTRA IMPROVED PLO" STEEL . MWOOVEO FLOW STEEL FIBER CORE IYMRC IWRC OLOM ITER INtiHM APTf10X NOMINAL AFPIUM NOMIMAL MOMRMAL VVR OW SMENO1N VMHLMT 0711ENOTM STRENWM PER FOOT IN TONS OF PER FOOT MI TOIIM OF IN Ton OF FOUNDS 2000 L & FOUNDS 0000 LOS 2000 LRS. 1!d AS .112 A7 - -123 14A 0111 .70 tea J3. 19.7 213 3Ji1 1.01 202 tAb 203 97A 710 1.30 3" lift 3010 41A 1 1.00 45A 1.110 40A a" 1111111 220 lire 729 8t.2 Erb 1 114 ul Tim WAS Ira e4A 1 M &" e05 SM ".9 tela ilia 4AG 101. 4.Sg 100. sit. Ion 4J1! 114. Oar IV. too. 131» litsl 130. sag 144, M. 17/R am 156. SM W. 104. 2 7� 17R 7.50 109. 207. 2 110 0.13 107. am ;12. ?�1. 2114 5.10 20. 0 69r 296. Zap 6 , "w California Department of Forestry and Fire Protection Butte County Fire Department Fire Safe Requirements Permit# O 6 - 10(4 Under authority of Public Resources Code Section 4290, the following checked items are required by CDF/Butte County Fire Department and made part of this permit These requirements are m;n;mums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. 1272.00 Maintenance of Defensible Space Measures [X] To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 information will be provided. 1273.10 Driveways Pq (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart [X] (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. 1273.02 Roadway Surface [X] The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades [X] The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius [X] (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 100 feet. 1273.05 Roadway Tumarounds [X] Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T' shall be a minimum of 60, feet in length. 1273.06 Roadway Turnouts [X] Turnouts shall be a minimum of 10 feet wide an eet long with a minimum 25 foot taper on each end. Revised 02/28/06 ,1 JUN 2 8 2006 1��ARX �� �� �g�3 �a� C ,tea Oh? C IC F Is E Q U in 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Crate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters. Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation. Location and Visibility of Addresses [X] (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection.providing access to that site. 1276.01 Setback for Structure Defensible Space [ ] (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. Your parcel is larger then 1 acre but your minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same practical effects requirements listed on page three. [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. Revised 02/28/06 mac, Same Practical Effect for Buildings less then 30 feet from property line: v If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure • Fire rated metal doors on side toward property line with insufficient setback • Siding on entire structure from the following list: (a) Stucco -3 coat ' ' (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry '(d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels [3I Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. , Other Requirements- Installation of Residential Fire Sprinklers [X} If your property was part of a parcel split after January 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. MAY 1 0 2006 Date Revised 02/28/06 6 3 Darren Read Fire Protection Planning t 0 BUTTE COUNTY SCHOOLS IMPACT -FEE CERTIFICATION FORM (One form per Building) School District ) Uninn H i ah Buildi=County t No. A.P. Number 0214,;0- (7� Jurisdiction: City Property Owner ti. Property Location/Address , ' �� -Tusiin lane Mrrro. t'h Subdivision Lot No. rkA (--)q 2 Residential Development ® Q Q Q Sq. Footage 550 No of Living Mobile Home _ Addition/ 'Supplemental to (Group_ R) Units Installation Conversion Permit # *(No foundation inspection) _ , - t « . ,`.....' ..............1Y` ...................�.... Deed"Restricted Sq. ,Foote> ag > (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q 0 New Addition District Identification No. ()rb) i i L9 h R �"� 1C� I School District certifies that P Sq. Footage (Including Exterior Roofed Areas) -5-2--00) Date S�►� r1:5\ rL-IJOOLO( (AnnIicaAt) as 5 3-7Q C (Street Address) (Phone Number) } a err s fi (City) (State) Q x (Zip Code) has complied with the requirements of Resolution No. -" 1 l� by payment of $ ' Q3 c�, v j� jrepresenting square fee' `f _ i School District Paid by Check # r � T i Remarks: ` J[AB 2926 i : ,r ULL MITIGATION $ Date Notlee: You may protest the Imposition of the tees IdentMted above by submitting a written protest to the District, In conVUence with Government Code Section 66020(a), within 90 days from the data tees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the tees In any court action. If. subsequent to On School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District to notltied by the applicable Local Planning Agency that this project Is being revlewed under the Cal fornis Environmental duality Act (CEOA), this project may be subject to additional school fees to iulty mitigate Its Impact on the school d"Ws schools. White (school district), Yellow (building department), Pink (applicant) feetonn.xls (3M5)drim A -- BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965- TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT N Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, flay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. I`• ASSESSOR PARCEL NO._ ZONING n b oC. OWNER PHONE NO. A r OWNER'S ADDRESS LOCATION OF BUILDINGf L U Ai or Q u sh Na L. ANA q 1 c USE OF BUILDING SIZE OF STRUCTURE X SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME _C _ STEEL CONCRETE OTHER(Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ° -r G0 re ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: 1 r r L FRONT �`t'ti✓, �.'y 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. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the buildin is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply wi the re irements in effect at that time and before occupancy. Date q jy - qq Signature of Owner Permit Fee - 660.00 The above described AG Building it -exempt from a b 'lding per it. FLOO -PAR L P. ROO G ISS Receipt o. Manager Building Division By Date-7/21- White ate 7 2•ZWhite — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant - ' ' 5i ear �., IROr � la ' Mills - IVN lO. Y / f 30 O ,\ �lnpr • j1 {• lGWr 4 ©fCbr 1 s] 1 V . .. •1• _.I.�7tll I ...... o X332.9. IL • /2. �S zo!21@.1214 a wAr�228 26 AVE265.9 AVE 20AC1 —I— opfa = –21 20.39 Ac 'Cu. U/ /3 �! /� 15 !70 7 27-3141 3' 2OAc \ ` 29 II ;ORO HIL S! ' 22 20.59 /7 / �OAc ' SUB .S' i 137!.38 3/ 20.0/Ac i / /6 @,20.954T II��../eI�fi / 32 20.0/Ac 1 \2001 AVE. 'T ► Z� Ac W 20.0/ Ac /9 O j 1 20 W 1 27 3 WAY 24� 34 .20.0/AC 20.0/Act L Or, TUS SUS 25 2l — 35 -- 39ck: 20.0/Ac •�sP�G;�%' 26 20.0/Ar/ �� 22 = � 2 A 3B y • �� ® _'i / 2o.C/Ac AC20.0/Ac 23 m ` Ac I 37 y r27 3,�" 112B 1 37 . 120.0/Ac 43 ALTA_ AIIRA LN3 I 1�` 30 Q !Z: 20.0/Ac I I �20.0/Ac �, 134 ®tu m 1 h 133 0/ Q I I 20. D/ Ac Ac 3/ 35� ' 16000 1 _NORA - ;try 4 i 2OAc 20.0/ C2' ;t •d w � d � � e'' Ti jj r 3 i a 1 r t 18 i •� ear �., IROr � la ' Mills - IVN lO. Y / f 30 O ,\ �lnpr • j1 {• lGWr 4 ©fCbr 1 s] 1 V . .. •1• _.I.�7tll I ...... o X332.9. IL • /2. �S zo!21@.1214 a wAr�228 26 AVE265.9 AVE 20AC1 —I— opfa = –21 20.39 Ac 'Cu. U/ /3 �! /� 15 !70 7 27-3141 3' 2OAc \ ` 29 II ;ORO HIL S! ' 22 20.59 /7 / �OAc ' SUB .S' i 137!.38 3/ 20.0/Ac i / /6 @,20.954T II��../eI�fi / 32 20.0/Ac 1 \2001 AVE. 'T ► Z� Ac W 20.0/ Ac /9 O j 1 20 W 1 27 3 WAY 24� 34 .20.0/AC 20.0/Act L Or, TUS SUS 25 2l — 35 -- 39ck: 20.0/Ac •�sP�G;�%' 26 20.0/Ar/ �� 22 = � 2 A 3B y • �� ® _'i / 2o.C/Ac AC20.0/Ac 23 m ` Ac I 37 y r27 3,�" 112B 1 37 . 120.0/Ac 43 ALTA_ AIIRA LN3 I 1�` 30 Q !Z: 20.0/Ac I I �20.0/Ac �, 134 ®tu m 1 h 133 0/ Q I I 20. D/ Ac Ac 3/ 35� ' 16000 1 _NORA - ;try 4 i 2OAc 20.0/ C2' ;t •d w � % t 1 ttt I e'' Ti r 3 i a 1 r t 18 i •� ............... i y = y O• 4. 1 11 r » O ear �., IROr � la ' Mills - IVN lO. Y / f 30 O ,\ �lnpr • j1 {• lGWr 4 ©fCbr 1 s] 1 V . .. •1• _.I.�7tll I ...... o X332.9. IL • /2. �S zo!21@.1214 a wAr�228 26 AVE265.9 AVE 20AC1 —I— opfa = –21 20.39 Ac 'Cu. U/ /3 �! /� 15 !70 7 27-3141 3' 2OAc \ ` 29 II ;ORO HIL S! ' 22 20.59 /7 / �OAc ' SUB .S' i 137!.38 3/ 20.0/Ac i / /6 @,20.954T II��../eI�fi / 32 20.0/Ac 1 \2001 AVE. 'T ► Z� Ac W 20.0/ Ac /9 O j 1 20 W 1 27 3 WAY 24� 34 .20.0/AC 20.0/Act L Or, TUS SUS 25 2l — 35 -- 39ck: 20.0/Ac •�sP�G;�%' 26 20.0/Ar/ �� 22 = � 2 A 3B y • �� ® _'i / 2o.C/Ac AC20.0/Ac 23 m ` Ac I 37 y r27 3,�" 112B 1 37 . 120.0/Ac 43 ALTA_ AIIRA LN3 I 1�` 30 Q !Z: 20.0/Ac I I �20.0/Ac �, 134 ®tu m 1 h 133 0/ Q I I 20. D/ Ac Ac 3/ 35� ' 16000 1 _NORA - ;try 4 i 2OAc 20.0/ C2' LAND DEVELOPMENT BUILDING / ENVIRON NTAL HEALTH - PERMIT CLEARANCE BuliangPermitNo. OWNERS',J A.P. NAME: %JU NUMBER: ( G 7' /,3D - 0' 1? PIT LA ME FIK3r I / ADDRESS/ LOCATION: DUSK J ,LPA)e, COUNTY ZONING DESIGNATION: (; FLOOD ZONE: X FLOOD MAP: 7 �� APPROVED: CONDMONALLY APPROVED. RESOLVE PROBLEMS PRIOR TO APPROVAL PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: W ft S -Z-7-1-3 — I Z MAP INFORMATION: / DATE OF RECORDING 2 / Z8 9 LOT BOOK 2 PAGE 2 7 COMPLIANCE WITH OLD SUBDIVI ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES V NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. _ 5. Maintain a ft. leachfield, setback from _'6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. _ 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. _ 9. Connect to a public sewer system. '410. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. — 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Peymeot to be media to Me Phub-dog Dhdskn. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23 24. 25. 26. 311(16 10 kiN(10) 8661 J; U ddd aBA1303a LD 5/97 c.%V"I%F0 W. A&00KFV.M ki This project is required to meet the same practical effect guidelines outlined in the attached PRC4290 Requirements. g !,'CDF/Butte County Fire tih Ali new buildings, in SRA are required to have: Fully enclosed noncombustible eaves on entire structure Gutter screens to prevent accumulation of leaves/debdi Corrosion resistant,. noncombustible, *'maximum opening roof and antic 'vents REVIEWED BY fii,e Protection Planning Officer CDF, Butte County Fire This project is approved with cgmpliance (---,Qf conditions on attached sheet S, ature Date J 1-4 r v v ara i I 3 3 3 g IA A 3�K VA 3 � i A e -