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068-410-013
f_ .- .�. --.• S eut[e U68 410-013_-.-_:-06-0781 7 x i�! C) Co; AREA CARTER' (5 0)1y COTTAGE COVE, OROVILLE �j at2 - I Cont: C.C. CASTLE CONST . i APN: Permit No- Owner- Site Address: Contractor. Type of Permit: CC5 OFFICE COPY Address , es hr ;!w / �.%% �� GAS Dat!1-_f_L107 Meter By . ��• � f L EECTRIC O By Datl� .#� - - Meter - — - -SPECIAL CONDITIONS--- ' —I ' f CHECKED BY SRA ,yl .. �Ii� 1� ❑ FLOOD CERTIFICATE EQUIRED ❑ FIRE SPRINKLERS REQUIRED gip` r Q SPECIAL INSPECTION ITEMS +4 QVERIFY USE PERMrr.CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID -F t ❑0 ENV HLTH CLEARANCE _5 oFF HUJ y ra z f' .13 ©FI 04KV ftL4�T :t 4t .„ DATE J08 FINALEDf /,/— -SIGNATURE: t• = OK KANUFACT URED, HOMES` t-�" `�''"' 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 `GAR A G E S ' i Zoning -Setbacks -Easements 1 Zoning -Setbacks -Easements - 2 Soils; Special MH Support Sketch - 2 Ftgs; Soils-Sz-0pthSpacing-CnnctrsSteel 3 Sewer; Loctn-Test; FaIUC/O-Concrete 3 Decks, Girders/Joists-Dcking-Brcing 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-CIrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat Q or LPD Inch Sz Ft Lngth Stairs-Guard/Handrails 4 Wood Awn; Posts -Beams -Rftrs-Cnnctrs-S hthg - Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-0ecal Enclsrs 7 Blckng; Sz-Spacing-Marriage Line I 6 Carports; Wndws-Doors 8 Gas; MH Test-Demand-Valve-0nnctr 7 Electric 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrrics 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 9S ' iding; Nailing-VeneerStucco-lath 10 Roof; Shthg-Roofing - 12 Gas and Electricity Tagged 11 Ext; Steps -Doors -Landings 113 Tie Downs Q Foundation Q 12 Braced Wall pnls 14 Exits 15 Cert of Occupancy 16 HUD Label/insignia Numbers Serial Numbers °` °� °�• DATE IPOOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec RcptcWL6ng; Distance -GR 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries-Teimina[s-Listed 7 Elec Bonding; Metal w/5-Crcltng Egp-Htr 8 Elec Grndng;• Eqp w15' Crcltng Eqp-Pool lghtg Boxes-Enclsrs pnlboards4risultn to Main Conduit _ 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr, Fencing Alarms . 13 Bonding, Diving board or Slide Pool Drawing `4 OK Not OK RESIDENTIAL (Sing [a & Duplex) DATE JUND FLOOR DATE JPLUMB UKG `1-12-0b t.XY,35 • V'Zoning-Setbacks-Easements-Flood-Scope 12_54fWain; Soils-Elec Grnd l Z- Ftg Opth CK Garage; Soils-Steel-Elec Grnd Z. Ftg Dpth. 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth k",. �m alls Main; Steel -Blackouts -Wrapped (� 6�&t�mwalls Garage; Steel-Blockouts-Wrapped Q tl4etd Downs and Special Anchrs QSW5,Steel Wrapped 8 Pieta-Frplc Ftg-Steel -7 12--Cfn 114 O ; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test i•l Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 14 Girders Sills-Anchr Bolts Joists-Vnts-Cripples 15 Acc & Vntltn 16 Insulation DATE FR A M I N G 14-4ittT'FFoper Materials & Anchrs j§-Welts—Studs-Nailing Spacing &Braces -P esSound 1 e�a ung Walls over Girders & fir Naili 2A'Dra�f Stop in Walls (rat proof) 2 rr Stops, Furred Cei " -Chasers-Tubs 3 eaders & Beams-Sz B r 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 25+Tp_ c Ties or Type A Flue-Frplc Thr at Clmc Kis A Sz & Rmx Prion -Draft S op Ins Baffles 11B ndws or Exiting Do I Ht &Dimensions rage Fire Prtctn Framin - annel jZ_une Firewall & Opngs Doors -One 3' -Check Garage 3rd Story, 2 Exits 3t Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn EFt.-on Roof Ovrhng-Attic Vnts-Rftr Outrgrs -Nailing VV er c-CE O Lath -'Weep Screed-Fndtn Vnts-Undrflr Acc _____C;5&Ming Area -Glass Prtctn-SkyLts-Plastic t(, CLb r34 Shear Walls; Nailing -Bolts 37Brace Int/Ext Wall pnls ZInsultn-Walls-Ceilings 39 Infiltration-Walls-Wndws s s DATE ELECTRICAL x msfrmr Clmcans Prtctn 4 c Is Spacing-Lts & Switches at Doors z es & No Of Cndctrs Stapled H43 mex Installed Close to Edge of Studs & CJ Eqp Grnd made up w/Mech Fstnrs 45G dng Electrode Bond Gas & Wtr 2 Appinc Cires in Ktchn & Cndctr Sz GFI -47-Sntsfeed Wire Sz sa Q CU or Q AL AC Wire Sz ga O CU or DAL _43-IT'S'nge Circ ga OCU orDAL 'Oven Circ ga O CU or O AL Ins ,lated Neutral OYes ONo 4�9_'S�ervice-Riser Cndctrs & Grnd Main Dscnnct 4P Imcs pnls-Motors-Mech Eqp other Closet Lt-Shwr Lt -Spa Lt V18 -m -oke Detector yrvvt , vent-Acc-Cmbstn Air Baffle ipe; Test & Anchr-Nail Prtctn WV; Test Fittings & Anchr Nail Prtctn `3 Shwr Pan; Test, First fir -Tub Acc Test Tub & Shwr, 2nd Flr - Tub•Acc Pipe; Sz & Anchrs .S8-Fir�Sprinkler; Test arff Gas Piping DATE IMECHANICAL 84-All� Ducts Insultn & Support 92-V-TrFan, Exhaust abv Insultn 63'Cndensate Drain & Ovrtlw, Sz & Grade 04- nace-Vent Acc-Comb Air RtrnNent 115 Outlet ttic Acc & Pltfrm if Furnace in attic DATE F 1 A L Steps -Door & Sid t Prtctn-Landings _ S �ke Defector 6rnace Vnis-Clrnc-Comb, Air-Cnnctr !111 Garage,, abv-fir-Ducts-Mech Prtctn 69 B room Exiting 7 G& Bath Fxtrs & Tub Acc-Spa 7j Arc Fault 7�c Trim & Subpnl, Breaker Sis & Labels 73/5{airs, Guard/Handrails 4 Frplc or Stove, Clmc-Hearth 7.5161ec Outlets at Wood Pnl, Int & Ext 7�/Ktchn, Fxtr & Appinc, Gmd-Air-Gap-Cooking CImc. 77 Elec Outlets & Rcptcls at Ktchn Counter Gar -age Fire Door, Swing -Landing -Closure AC Duct in Garage -Damper 80 tr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir 44ch Prtctn; LPG Appince Undr House 3- drain BImb; Elec & Mech Eqp Listed for Lottn 82 ec Rcptcls in Garage (GFI) Romex Prtctn Fsultn-Foam-Looked in Attic Guard Rails & Deck Cnstrctn-Post Caps do Vnts & Crawl Hole Door Drnge & Wood -Earth 86rnc Drnge Planters 0 Yes [:]No 87 Stucco Brown -Finish 88 Unit Dscnnct, Elec-Plmb 8 V.nts abv Roof, Plmb-Appinc-Frplc-CImc to Opngs 90 t Well, Dscnnct, Elec, Plmb Ext Elec Trim, GFI Rcptcl-Undrgrnd 92%Vntltn thru House Glass Prtctn 91orrections from previous Inspctns 9�Gas Test -Meters Tagged, Gas-Elec fI' tr & Sewer Cnnctd-O/O to grade -HD Apprvl 9r�pergy Cmpinc Cert -Other Certs _ Address Posted r" a Sprinkler rJ' o` o'er a k �__�-.st...�r�� �- ' �.'r�S•.,r.'�y�.,.�.fi.�rwl�+}'w.-J'�: "�rw.+�r Y .� _ -. � w 0 tr y F 1 R, 0,411 OWNER PERMIT NO. y A routine inspection indicates that the following violations of Butte County Ordin�alnces 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 I spector as indicated below. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES`` 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE' 4-c,✓ D�- f F, T) "l'a �L- led✓ 0,11 JYVS5�s D-cy CC- 5 C C/Lcci(L I i weh h --ac " - cM r. r. Date. 2 / I I to Inspector REV 4/05 Phone # `7_ 1' �z FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 a 4 °COUNTY OF BUTTE# -r ; - BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE �t2- C (o-C��'/ OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. �r RO V I fJE U� 2 f F 1 C (+T10 A L 0• 1 �LC-/92/-4/Q C /�l� IC)i2 Date REV 4/05 SNE1iIz 7_0 00 Inspector Phone # "S ^ &d 2- Z FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Date vlo <or� CCS 1J�Pen. -t is CC—I OB IL` Cmc r e c tS —04C!- '1 G k- t C' Qx 1 C.—: _ Cc- \ \ 1',^n REV 4/05 Inspector Phone# FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 ,.z '"i[r-mat.rr."ali-iymn.-^F'L'►.:'"*r..,.Jts--•t.--•...Ihy-.-"--r'^"-^L-..wi^.w..i^zi.-..^,... _r.: �.✓-ar = COUNTY OF BUTTE - BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES .R. ' 7 County Center Drive • oville, CA • (530) 538-7541 Or CORRECTION NOTICE OWNER �.� ;/ NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of ?r work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. ,l �4 t 4-' 4r ti" n Date /2, ^ (� Inspector REV 4/05 Phone # ..r FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 INSTALLATION C ERTMCATE (Page 3 of 12) CF -6R Site Address Permit Number An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (The informadon provided on this fprm is required) After completion of final inspection, a copy must be provided to the building depwunew (upon request) and the building owner at occ&q=cy. per Section 10-103(e). HVAC SYSTEMS: Heating 8quomenl Equip Type heal CSC Cartifiad Mfr. Name surd Model Number Mor identical S SFaeionoy (AKM am•) 2CRI1t value) Deet Location (IW5 etc. Duet or Piping It -Value Hosting Load BtuiLr Hating Capacity tddr ^ tt.�1�C-►cam -LLl?CI O (n v7 L- � ' L� $U OC7t� Coaling Equoaaent heat CBC Certified Mit. Name and Model Number p of tdoatiaal ma 7 1 (Spa or a 2C7-IRvalue Duct Location atticetc. Duct R -value Cooling Load solar Cooling Capacity le/ttr 7-T-TfACxQ0 14i 13.orz) A 1C- o ate✓ 1. > symbol reads greeter than or equal to whal 1r indicated on the CF -IR value. Include both SBER and EBR if compliance credit for high BER air condition is claimed. I, the uttdcteigned, veaify that equipment Bated above is: t) is thcWtual equipment installed, 2) equivalent to or more efficient than that spoeifted in the certificate of COWIlauce (Form CF -IR) submitted for compliance with the Energy Efficiency Sw"dards for residential buiidinga, and 3) equipment that meets or exceeds the appropriate mquirements for meaufectured devices (from the Appliance Efficiency ReguAwffont or Part 6). whore applicable. `t3 0 leis E ,ft-- Signature. Date wstalling Subconftactor (Co. Name) — ... OR 0eneral Contractor (Co. Name) OR Owner COPY TO. Building Department KW Rater (if applicable) Building Owner at Occupancy Residential Compliance Forms January 2005 INSTALLATION CERTIFICATE Site Address 4 of 12) CF -61t Permit Number INSTALLER COMPLIANCE STATEMENT FOR DUCT LEAKAGE Copies to: Builder, HERS Rata, Building Owner at Occupancy and Building Department INSTALLER COMPLIANCE STATEMENT The building was: ✓ Glested at Final ✓ I' Tested at Rough -in INSTALLER VISUAL INSPECTION AT FINAL CONSTRUCTION STAGE: B"Remove st least one supply and one -return register, and verify that the spaces between the register boot and the interior 6ntahing wall are Properly sealed. If the house rough-ic duct leakage test was conducted without an air handler installed, inspect the connection points ,between the air handier and the supply and retwa plenums to verify that the connection points are properly sealed. Gnuspeet all joints to ensure that no cloth backed rubber adhesive duct tape is used ✓ ❑ DUCT LEAKAGE REDUCTION Prvcedara for lldld vdryicadon and dice osftc leafing of air distribution Vyenwere available in RAt: K Appendk RC4 3 NEW COMMUCTIONt Duct Pressurization Ted Results (CFM Q 2S Pa) Measured valucs 1 Enter Tested Leakage Flow in CFM; .51-� Fan Flow: Calculated (Notninal: Cooling ✓ O Heating) or ✓ 0 Measured 2 If Fan Flow is Calculated as 400 cfm/ton x number of tons or as 21.7 c8n/(kBtu/hr) x Heating Ca act io Thousands of Btu/br enter total calculated or measured fan flow in CFM here: ?� VI 3 Paso if Leakage Percentages 6% for Final "S 4% at Rough -in: 'a -2 100 x S' ins # 1 / ins # 2 -CA Pass 0 Fail +, um uaumat9Uea, ve¢rty that the above diagi wUc teat Faults and the work 1 performed associated with the tests) is in eonfotmance with the requirements for, compliance cwdiL L the undetsi�ed, also oettify that the newly installed or retrofit Ak Distrltu uon Syeoem'Ducts.-Flenurm and Facer comply with Mandator_ }r tf t UiramenU RMiSed in Section 150 [m) of the 2005 Buildin¢ Rnaro.. F.1iie;'..— e....w ,.a.. Installing Subpontractor (Co. Name) General Co for (Co. N Residential Compliance Forms January 2WS OR 04/17/2007 TUE 15:06 FAX ®001/002 INSULATION CERTIFICATE Job Number: 8656 Chris Carter 6 Cott:lg+e Ave, Oroville CA Contractor/Owner Name Job Address (street, city, state) Butte County Subdivision Name Lot Number DESCRIPTION OF INSTALLATION L ROOF Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value)-, z. CEaING Batt or Blanket Type: Fiberp,)ass Brand Name: Huard Thickness (inches): 12 " Thermal Resistance (R -Value): 38" Loose Fill Type: Fiberglass Brand Name: Knard Minimum Installed Weight/ft .569 lb minim" Thickness: 13 inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Valac): 38- 8"3. 3.EXTERIOR WALL Frame Type: A. Cavity laudation ' Materia4 Fiberglass Brand Name: Knaof Thickness Oncbes): 3112 & 61/4 Thermal Resistance (R -Value): 13 & 19 B. Exterior Foam Sheathing Material: Brand Name: Thickness (mom)- Tbenual Ytesistance (R -Value); 4. RAISED FLOOR Materia% Brand Name: Thickness (inches): Thermal Resistance (R -Value): S. SLAB FLOOR/PERIMETER Material: Brand Name: Thickness (inches)- Thermal Resistance (R-Yalue): Perimeter Insolation Depth Inches: 6. FOUNDATION WALL Material: Brand Name: Thickness (inches): Thermal Resistuce (It Value): DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Emwa may Staadardf for residential buildings (nde 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. . 41 2&3 1\ r )"' k Chico Insulahion Item Number's S gnatare and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner NOV-03-2006 01:46 PM LOAPUD 5305331750 P.02 I. Lake Orville Area Public U# 1980 Elgin street OROV=. CALIFOYtNU 95MG (890) 689.2000 DISTRICT APPROVAL AiVD VERIFICj OF BUILDING SEWERS INSPECTI This verification form must be submitted to the Butte County Depa Department prior to Issuance of a building or occupancy permit, whk Prior to final approval of a Building or an- ccupancy Permit by Butte form, signed off by Lake Oroville Area Public Utllly.Dlstrict, must be SL Date: November 3, 2006 Applicant: Chris Carter Cast Applicant Address; 195 oakvale Ave., Oroville, C Applicant Phone No.: 532-9568 Property Locatione(s): 6 cottaea- coag Drive A.F. No.($)' t=ees due: IT NE?„ 7.5-06 ty District .BF 06 N . int of Public Works Building 3r is applicable, nty, a copy of this verification Ked to Butte County. 95966 1860.00 Capacity Charge, $70).00 Connection Fi .& $1,318.00 SC -OR Facility ChaI e naid S/ 31/06 Rec. #6383. /' f Application for service approved: LAKE OROiIIL AREA PUBLIC LJ77LrN PISTRIC inspection(s),made and successful test(s) observed: Location: By: Lake Oroville Area Public Utility District release to close permit: Date: By: ® e In Service ®- Locked Out WhIto - /:iivMmivr finnan - t7ffr* Rew Vadlnw. - /k roMmar FYnm/ . F/14 F/np/ nn61 . FM JIM PURSELL, ,P E. 2350 BALDWIN AVE. CALIFORNIA LIC. 60924 OROVILLE, CA 95966 WASHINGTON LIC. 381 21 PH. (530) 533-21 31 FAX (530) 534-0902 July 14, 2006 . Butte County Building Dept. 7 County Center Drive Oroville, CA 95965 RE: Concrete Slab Reinforcment @ 06 Cottage Cove Dr., Permit #06-0781, A.P.N. 068410-013, Contractor Chris Carter Dear Sirs: Please accept this letter as verification that as the engineer of record, it is my opinion that #3 rebar at 24" on center in both directions will"provide adequate concrete slab reinforcement at the above referenced project. Thank you for your consideration. ASi,ncl, P.E. REQUEST TO USE PEX WATER PIPE Building Division approval required prior to the installation of PEX water pipe Permit Number: -078 i' A.P.N. d (g- �//O-O! 3 Date: J0- 17-O C Property Address: 6 Kn 779 City (aR o Zip �-/ �(�, (a PEX Manufacturer: «/ cl Manufacturer's Phone Number: /-OOU- Installer's Name: �S111116C-7249 /-JP �G Installer's Phone Number: JT3 0 I, �' l7`i'�►�' 012-fL r2 request approval to use PEX water pipe at the above address. Print Name /0—/ 7- 06 Owner's Signature Date ,eUIZ71d b Contractor's Signature Dae License Number Under Section 301.2 of the California Plumbing Code (Alternative Materials and Methods) the Administrative Authority may allow the use of PEX tubing for both hot and cold potable water distribution. After careful review of all the information submitted and additional surveys of other jurisdictions allowing the use of PEX tubing, we have come to the conclusion that PEX tubing is a viable alternative under the following conditions and requirements: 1. All PEX piping must be listed and approved by ICC, IAPMO or other nationally recognized testing and/or listing agency. 2. All PEX piping installations must comply with the manufacturer's listing/s and installation instructions. 3. A copy of the installation instructions must be made available to the fiend inspection staff on site. 4. All PEX piping shall be kept clear of recess light fixtures, heat conducting flue vents, ducts or other materials that could cause physical damage. 5. All penetrations .in or through fire rated assemblies shall be protected with an approved listed system. Submit evidence of such listing prior to the installation of all piping. (Including manifold/s installed in the garage occupancy separation or firewall). approved by: �- �- �U"�7'Uia Date: Administrative Authority ` Distribution - Building File — Property Owner - Contractor `Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive BUTTECOUNTYOroville, CA 95965 (530) 538-7601 Telephone OCT" 7 t (530) 538-7785 Facsimile www.buttecounty.neUdds DEVELVItvAIN . SERV[CFS REQUEST TO USE PEX WATER PIPE Building Division approval required prior to the installation of PEX water pipe Permit Number: -078 i' A.P.N. d (g- �//O-O! 3 Date: J0- 17-O C Property Address: 6 Kn 779 City (aR o Zip �-/ �(�, (a PEX Manufacturer: «/ cl Manufacturer's Phone Number: /-OOU- Installer's Name: �S111116C-7249 /-JP �G Installer's Phone Number: JT3 0 I, �' l7`i'�►�' 012-fL r2 request approval to use PEX water pipe at the above address. Print Name /0—/ 7- 06 Owner's Signature Date ,eUIZ71d b Contractor's Signature Dae License Number Under Section 301.2 of the California Plumbing Code (Alternative Materials and Methods) the Administrative Authority may allow the use of PEX tubing for both hot and cold potable water distribution. After careful review of all the information submitted and additional surveys of other jurisdictions allowing the use of PEX tubing, we have come to the conclusion that PEX tubing is a viable alternative under the following conditions and requirements: 1. All PEX piping must be listed and approved by ICC, IAPMO or other nationally recognized testing and/or listing agency. 2. All PEX piping installations must comply with the manufacturer's listing/s and installation instructions. 3. A copy of the installation instructions must be made available to the fiend inspection staff on site. 4. All PEX piping shall be kept clear of recess light fixtures, heat conducting flue vents, ducts or other materials that could cause physical damage. 5. All penetrations .in or through fire rated assemblies shall be protected with an approved listed system. Submit evidence of such listing prior to the installation of all piping. (Including manifold/s installed in the garage occupancy separation or firewall). approved by: �- �- �U"�7'Uia Date: Administrative Authority ` Distribution - Building File — Property Owner - Contractor ES REPORTTM ESR -1576 Issued June 1, 2005 This report is subject to re-examination in one year. ICC Evaluation Service, Inc. Business/Regional Office ■ 5360 Workman Mill Road, Whittier, California 90601 ■ (562)699-0543 Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 www.icc-es.org Regional Office ■ 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 ■ (708) 799-2305 DIVISION: 15—MECHANICAL Section: 15140—Domestic Water Piping Section: 15180—Heating and Cooling Piping REPORT HOLDER: REHAU INCORPORATED 1501 EDWARDS FERRY ROAD LEESBURG, VIRGINIA 20176 www.rehau-ha.com EVALUATION SUBJECT: REHAU RAUPEX, UV -SHIELD AND O, BARRIERTUBE AND FITTINGS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2003 International Plumbing Code® (IPC) ■ 2003 International Residential Code® (IRC) ■ 2003 International Mechanical Code® (IMC) ■ 1997 ICBO Uniform Mechanical Code (ICBG UMC) ■ 1997 Standard Plumbing Code® (SPC) ■ 2003 IAPMO Uniform Plumbing Code TN1 (IAPMO UPC)' ■ 2003 IAPMO Uniform Mechanical Code T°° (IAPMO UMC)' Properties evaluated: ■ Temperature and pressure ratings ■ Physical properties ■ Drinking water system component—health effects 2.0 USES REHAU RAUPEX, UV -Shield, and OZ Barrier cross-linked polyethylene (PEX) tubing and fittings are used in radiant heating systems and potable hot- and cold -water distribution systems, and for water service. 3.0 DESCRIPTION 3.1 Tubing: REHAU tubing products are manufactured from crosslinked polyethylene (PEX) materials satisfying NSF 14 and 61 as well as ASTM F 876 and ASTM F 877. RAUPEX tube is white. OZ Barrier is similar to RAUPEX but has an added red -colored oxygen barrier coating. RAUPEX UV SHIELD is similar to RAUPEX but has an added red- or blue -colored polyethylene coating. The tube is available in 3/,_,1/2 5i8 3/4_, /4 1- 1'/; 1'/Z and 2 -inch (10, 13, 16, 19, 25, 32, 38 and 51 mm) nominal diameter sizes, and in coils 100, 300, 500 and 1000 feet (30.4, 91.4, 152.4 and 304.8 m) long, or in straight lengths 20 feet (6.2 m) long. REHAU tube and fitting products are pressure -rated for 100 psi (689 kPa) at 1801F (821C), and 160 psi (1100 kPa) at 730F (230C), for a standard dimension ratio of 9. Standard dimension ratio is the ratio of outside diameter to wall thickness and is constant for all REHAU tube sizes. 3.2 Fittings: Two REHAU brass compression fitting types are utilized: compression sleeve fittings and compression nut fittings. The permanent compression sleeve fittings, identified as EVERLOC, are used to join tubes for couplings, elbows, tees and adapters, and consist of fittings and sleeves. The compression sleeve fitting requires proprietary equipment for installation. Compression nut fittings are used for adapters and to connect tubing to manifolds, and consist of an insert, a split brass compression ring and a compression nut. When used with RAUPEX tubing and when installed in accordance with this report, the REHAU compression fittings described above comply with ASTM F 877. 4.0 INSTALLATION 4.1 General: REHAU tubing and fittings shall be installed in accordance with the manufacturer's published installation instructions, the applicable codes and this report. Where differences exist, the instructions in this report shall govern. 4.2 Water Service: The tubing should be installed underground in a manner that ensures external loads will not cause a decrease in the vertical dimension of the cross section exceeding five percent. Tubing shall be installed to provide an allowance for contraction of the line due to temperature change prior to backfilling. In areas with poor soil conditions (plastic clays), the trench bottom shall be prepared using granular material to provide a stable base. Potable water service tubing shall not be located in, under or above cesspools, septic tanks, septic tank drainage fields or pits. 4.3 Water Distribution: Horizontally laid pipe shall be secured in such a manner that temperature -induced expansion and contraction are accommodated. In areas using the IAPMO UPC, PEX tubing shall not be installed within the first 18 inches (457 mm) of piping connected to a water heater. 4.4 Radiant Heating Systems: The installation shall comply with applicable chapters in the referenced mechanical codes and the manufacturer's published installation instructions. Details of the design and installation of the radiant heating system shall be submitted to the code official for approval. All circuits shall be formed from continuous lengths of tubing, from manifold supply to return. No splices are allowed. The system may be installed in either concrete or wood floors. When the system is E- REPORTS'- 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 worronry by ICC Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2005 lumlmear.no..m raeacr fiAt� Page 1 of 3 ' Page 2 of 3 embedded in concrete floors, a moisture barrier shall be laid over a concrete base slab a minimum of 3% inches (38 mm) thick. Underfloor insulation and reinforcing mesh shall then be placed on the slab. The tubing shall be uncoiled and attached to the mesh using soft steel wire. A concrete topping is then laid over the tubing. When embedment is in concrete, installation, including minimum concrete cover, shall comply with IBC Section 1906.3 or UBC Section 1906.3, as applicable. When the tubing is installed over polystyrene boards, the boards shall comply with Section 2603 of the IBC or Section 2602 of the UBC. Typical installations are illustrated in Figures 1 and 2. Mounting brackets and installation hardware are provided by the manufacturer. Horizontally laid pipe shall be secured in such a way that temperature -induced. expansion and contraction are accommodated. 4.5 Inspection: 4.5.1 Water Distribution and Water Service Piping: Installed tubing shall be pressure -tested and inspected as required by Section 606.6 of the IPC and Section 103.5 of the IAPMO UPC. 4.5.2 Radiant Heat Piping: The tubing shall be pressure - tested for leaks before installation of covering, as noted in Section 1208 of the IMC, Section 1207 of the IAPMO UMC, Section 1208 of the ICBO UMC or Section M2103.3 of the IRC, as applicable. The leak test shall be witnessed by the code official or the code official's designated representative. 5.0 CONDITIONS OF USE The REHAU RAUPEX, UV -Shield and OZ Barrier tube and fitting systems 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. Tube and fittings shall be installed by REHAU trained installers. Manufacturer's published installation instructions shall be furnished to the code official. The instructions within this report shall govern if there are any conflicts between the manufacturer's instructions and this report. 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 REHAU 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 V/, 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. ESR -1576 5.6 Clearances from heat -producing equipment shall be in accordance with Section 503.7.7 of the 2003 International Fuel Gas Code®, Section M1306 of the IRC or Section 805.3 of the IAPMO UMC, as applicable. 5.7 The minimum cold bending radius is six times the outsidetube diameter for cold -bent tube and three times the outside diameter for hot -bent tube. The outside diameter is the nominal diameter plus'/, inch (3.2 mm). 5.8 The use of the tubing in hydronic systems shall be limited to applications -using potable water as the transfer fluid. 5.9 The tubing is manufactured by REHAU in Viechtach, Germany, and in Cullman, Alabama. The fittings are manufactured for REHAU in Roncadelle, Italy; Weyers Cave, Virginia; Frankfort, Illinois; and Marshall, Michigan, under a quality control program with inspections by NSF International (AA -633). 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC -ES Acceptance Criteria for PEX, PB, and PEX-AL-PEX Tube and Fittings Used in Radiant Heating and Water Distribution Systems (AC 122), dated April 2002. 6.2 Product information and installation instructions. 6.3 Quality control manuals. 7.0 IDENTIFICATION 7.1 Tubing: The tubing is marked every 3 feet (914 mm) with the following: ■ REHAU company name ■ Product designation (REHAU RAUPEX, RAUPEX UV - Shield or RAUPEX OZ BARRIER) ■ Nominal tube size ■ Material designation (PEX) ■ Potable water designation (PW) ■ Standard dimension ratio (SDR9) ■ Temperature and pressure ratings ■ ASTM F 876 / F 877 designation ■ Production code ■ The name of the inspection agency (NSF International) ■ The evaluation report number (ESR -1576) 7.2 Fittings: REHAU fittings are marked with the following: ■ REHAU name ■ Nominal diameter ■ Potable water marking (PW) ■ Letter designation of fitting manufacturer ■ Logo of the inspection agency (NSF International) 'Uniform Plumbing CodeTm and Uniform Mechanical CodeTm are trademarked publications of the International Association of Plumbing and Mechanical Officials, 5001 East Philadelphia Street, Ontario, California 91761. 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. BP060781 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: 07/11/2006 APN: 068-410-013-000 the Business and Professions Code, and my license is In full force and effect. License Class : � �- License Number: �/��(e Site Address: 6 COTTAGE COVE DR ORO Date: — l �� Contractor: �f STlL_" o .(i ST Map Index: Description: NSF (2308), GAR (659); COV (253) OWNER -BUILDER DECLARATION 1 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 Cade: Any city or county which requires a to construct, alter, improve, demolish, or repair any structure, prior • CARTER, CHRIS AND LEE, SAMANTHA Owner. permit 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 Slate License. Law (Chapter 9 commencing with Section 26 CASTLE CREEK DR. #2 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA. she is exempt therefrom and the. basis for the alleged exemption. Any 95966-7605 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).): 530-532-9568 ❑ 1, 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: CASTLE CONSTRUCTION such work himself or herself or through his or her own employees, 26 # 2 CASTLE CREEK DRIVE provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one OROVILLE CA year of completion, the owner -builder will have the burden of 95966 proving that he or she did not build or improve for the purpose of (530) 532 sale.). ;9568 ❑ I, as owner. of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: CASTLE CONSTRUCTION pursuant to the Contractors' State License Law.). 26 # 2 CASTLE CREEK DRIVE ❑ 1 am Exempt under Article 3 of the Business and Professions Code OROVILLE CA 95966 Date: Owner: (530) 532-9568 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 806268 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the bor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: PURSELL, FRANK JAMES the work for which this permit is issued. My workers' compensation Insurance carrier and policy number are: Carrier: Sr ��/ ti Policy #: .:! �G6 2� 2 Total Square Ft: 3220 S.F. Valuation: $169,884.00 ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, that if I should become subject to the workers' Census Code: and agree Code, I —`�L- compensation provisions of Section 3700 of the Labor shall forthwith comply with those provisions. Date: /f (/�l/// Applicant: u� is WARNING: Failure to secure workers' compensation coverage unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of D compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte Count Code and/or I hereby affirm that there is a construction lending agency for the Resolution t o work Indic dab for hich fees have been paid. performance of the work for which this permit Is issued (Sec 3097 CIV.) By Date: Name: PERMIT EXPIRES ON: Address: V 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. Cl Notification in accordance with Section 19827.5 of California Health & Safely Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. I hereby certify that l have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge It Is unlawful to alter the substance of any official form or doEipiint of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned prr000pperty foorrrII speclion purposes. �O�V �/ ` �,4, /f7 ` gnature: Print Name: il, Date: ❑ Agent for Owner ❑ Agent for Contractor weer 0 Contractor B. C. Building Permit 01-15.04 pg 1 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: t;// ASSESSOR PARCEL NUMBER Proposed Building Use: N/'F N/'Permit Technician: d&=-15 Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. r ti 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. N 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. I 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. / N 4. Engineered truss details and layouts in duplicate. No faxes! \ O 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. e m-12 r I AJ ❑ 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 ecknowledgement of building permit application without required clearances. ther Go/+ -P v C-> /-1-oo/Z - L6-777Z:,Z Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) . ❑ 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, 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 ........................................... ❑lfl.Erosion Control Plan Required........................................................................ • VFees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ kPlanning Site plan and business license approval from the City of iggs':... '1 California Department of Forestry plan approval aid. Sent by: approval for (A) Use: (B) Parking: (C) Parcel Check: ............ ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: . ...................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......... ............................."' ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... Letter of Signature authorization.................................................................... 1� Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... �❑ 36. Other: ❑ 37. Other: When issued Telephone CILLI C, 3 Z "- and hold for pickup. I have been informed,,64the above.items and requirements for obtaining a building permit. Applicant:Date: 1. Index pe d aO/7� pplicationfr the above items numbered: • i Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: -L Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, w s dvised of the abovp Oata by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: 9y Plans approved by: ate: Structural reviewed by: Date: Structural approved by: Date: 5_// � Note transfer by: Date: Eli Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 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 CARTER Application Date 4/6/2006 APN No: 068-410-013 Permit No: BP 06 0781 Permit Type: NSF 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $3,115.16 Plan Check portion of Permit Fee $1,246.06 $1,869.10 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 $95.00 $204.98 (State Responsibility Area) Building Inspection $109.98 $109.98 } - NON-REFUNDABLE portion of fees due at application $1,341.06 RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION 4$11451?04 -4 C/ `%-6 CCCC /QCI fMAR IMC 00[e%O TA ICCI IALIf•C AC DCOMIT t�GC�AC7�AC At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: /.i Date: Pursuant to Govern nt code Section 66020, you are hereby notified those Items followed by an "*" may have been imposed 6n your project. You have 90 days from the date of approval of the porject or from the impostion of 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 121205 P Tr�o Department' 'of..PubIic Works , , -C o u n t y. o f B u t t e O O ,J J. Michael Crump, r LAND DEVELOPMENT DIVISION / Storm Water Management Program \� O' D ire c for 7 County Center Drive c U N Oroville, CA 95965 A�QUC WOP�S (530) 538-7266 (FAX) 538-717,1. ' National Pollutant Discharge Elimination System (NPDES) Phase II ` Construction Storm Water Permit and � Storm' Water Pollution Prevention Plan (SWPPP) Acknowledgement BLESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: �'��CC 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'Califoi`nia Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre butwhen 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'. t 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: Date: 6 r. ` Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program• Revised 5/14/04 JIM PURSELL, P.E. 2360 BALDWIN AVE. CALIFORNIA LIC. 60924 OROVILLE, CA 95966 WASHINGTON LIC. 3B 1 21 PH. (530) 533-21 31 r FAX (530) 534-0902 y - June 28, 2006 , Butte County Development Services Dept.' Building Division 7 County Center Dr. , Oroville, CA 95965 RE: Reverse Plan Construction for Alexis Residence, #6 Cottage Cove Rd. ` Contractor: Castle Contruction, Chris Carter Dear Sirs: _ This structure has been engineered in accordance to CBC 2001 'and may be • . built in mirror image (reverse plan), and in any orientation north, south, east; or west. T ' Thank you for your consideration. Sic ely, un P sell, P.E. FES, •` m ( N0 60924 m i BUTTE UNTY DEVELOPMENT FEE CERTIFICATION FORM '\Zf FEATHER.RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION. AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION.AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) � / ..2 L—La Building Permit Number (`� W ' n� l Property Owner (s) Project Location /Address coe Subdivision Name Assessable Sq. Ftge r: Type of Residential Development (check one) New Development _Single Family -Detached _ Single Family -Attached Alteration/Addition(s) Non -Residential to Residential. Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor. Department Demo Permit (date issued ) verified by Building Department Comments: ❑ FRRPD 0 CARD ❑ PRPD ❑ DRPD certifies that: _C 57 (" r,�ti - � 3�' S-3 2 -FT -1'8 Applicant Name Phone Number Mailing Address City State Zip Has complied with requirements •of the Butte County `Board of Supeivisos Resblufion No by Payment of: J Dwelling Units @ $ 117 3 Square Feet @ $ _ Remarks: Paid by Check No: Paid by Cash: per unit for a total of $ 660 . 0V per sq foot for a total of $ Receipt No: J9(p lrl, r r ate Recreztion and Park District Representative BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District OrNMt Flerr*nfinov Building Depa crit No. oCo-01714 I A.P. Number Jurisdiction: city county Property Owner Property Location/Address Subdivision Lot No. Residential Development Piving ....................................................................................... ::Sq. Footage .2?)0% No of MolileHome Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # ....................................................................................... *(No foundation inspection) Deed Restricted Sq. Footage (Attach a signed, dopy of Deed Restri ctibn and Notice of Limited Use Facility document) Commercial/Industrial/,/0 Sq. Footage New Addition (Including Exterior q ) I Roofed Areas) Building District Identification No. —1 -5-t q' C % J -, I V'. a o' * School District certifies that f�A -0 Date (Applicant) (Street Address) (Phone Number) n CA 1>1 S 0, to (City) (State) (Zip Code) has complied with the requirements of Resolution No. OS -06 I Oct . by payment of $ representing 1-3z t square feet. FB 29-26 . I UCL MITIGATION $ School District Paid by Check # Remarks: 0 -0Q -1-1'- ---0 1. , Date Node*: You may protest the Imposition of the fees Identified above by submitting a written protist to the District, In compliance with Govern~ Code Section 66020(a), within 90 days from the deft to" are paid. Failure to submit a dwa#y written protest will prohibit NN you from challenging the Imposition of the fees In any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee CwNcadonFan, the SchoolDistrict is notified by the applicable Local Planning Agency tint this project Is ban reviewed under the CoNfornia EnvkwwnwM Queft Act (CEQA). -this project may be subject to additional school few to fully nVagate Its knped on the school d"Ws schools. White (school district), Yellow (building department), Pink (applicant) fteformids (3M5Wnrn COPY of Document Recorded 11=Jul-2006 .2006-0035326 AND WHEN RECORDED MAIL TO: H88 not -been compared with BUTTE COUNTY BUILDING DIVISION original. 7 COUNTY -CENTER DRIVE BUTTE 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:. 7 % 6, A,�' Date /I- CJG PROPERTY OWNERS: State of California ) County of Butte ) On 7/11/06 before me, Tamera G. Flowers, Notary Public ' personally appeared Chris Carter personally known to me (or proved to me on the basis of satisfactory' evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature_` ^ Seal:. TAMERA G..FLOyVERS COmmission.61634106-/ Notary Public-Calitomia Butte County A.P. # CSL+ —C�/'-U� Mty Comm. Exp. JAN. 1. 2010 ORDER NO. BU -186818-3` DESCRIPTION THE LAND REFERRED TO HEREIN'IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS'DESCRIBED"AS-FOLLOWS: PARCEL I: PARCEL 4, AS SHOWN ON ,THAT CERTAIN PARCEL'MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 24, 1978, , IN BOOK 68 OF MkPS, .',AT PAGE (S) 57. , CERTIFICATE,OF CORRECTION RECORDED OCTOBER 30, 19.718, 'IN BOOK 233.9; PAGE 288, OFFICIAL RECORDS.. APN 068.360.018-000 PARCEL IIs. A NON—EXCLUSIVE EASEMENT FOR THE CONSTRUCTION AND MAINTENANCE OFA SANITARY'SEWER.'-SAID EASEMENT TO BE 12 FEET IN WIDTH, LYING 6 FEET ON EACH SIDE OF THE FOLLOWING.DESCRIBED'LINE. COMMENCING AT AN ANGLE POINT IN THE SOUTHERLY AND EASTERLY LINES OF PARCEL 1, AS SHOWN ON ;THAT CERTAIN PARCEL; MAP, RECORDED IN THE OFFICE OF THE :RECORDER OF THE COUNTY `OF BUTTE, STATE.OF CALIFORNIA, ON OCTOBER 24, 1978, IN BOOK 68 OF MAPS, AT PAGES) 57, SAID POINT ALSO BEING THE NORTHWEST CORNER OF THAT CERTAIN PARCEL DESCRIBED IN -DEED FROM•MATTIE.R. LUND AND IRENE LUND PARKER TO OROVILLE SCHOOL DISTRICT.,. RECORDED MARCH 31, 1965, IN.BOOK 1366, PAGE 64 OFFICIAL` RECORDS; THENCE EASTERLY 4 ALONG .THE NORTH LINE OF SAID OROVILLE SCHOOL DISTRICT PARCEL NORTH, 88'DEG. 32' 07" EAST, 55.34 FEET TO; THE TRUE POINT OF' -BEGINNING; THENCE FROM THE TRUE POINT OF. BEGINNING, NORTH 187.61 FEET; THENCE EAST, 425.41 'FEET TO THE EASTERLY LINE OF SAID'PARCEL 1.AND%THE END OF"THIS'EASEMENT.. - PERMIT NO.: .24-04A Lake ,Oroville- Area Public. Utility District 1960 Elgin Street 1 OROVILLE, CALIFORNIA 95966 533-2000 -DISTRICT APPROVAL AND.- f VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Departme of Public Works Building Department prior to issuance of. a building or occupancy permit, whiche r is applicable. Prior to final approval by Butte County of a Building or an Occup cy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, m be submitted to Butte County. Date: March 2; 20,14 Applicant: chris Cartc Applicant' Address: 26 91. c4 tie Geek Dr. Oroville cA 95966 Applicant Phone No.: 532- 9 'A •_ Property Locations(s): 19s o le . roV111 A M66 r Cotta e. Cove Lct 1 �2 A.P. NOS): 068 3-360-116 a .portion . 3,I'Pq Fees due: " 'rotal• $'1100e SC -OR RFC, $ LOAB'UD Capacity Chg -$650 LOAPUD'Connection fee .-'1 1. c Application fo service approved: 1 LAKE O •OVILLE AREA PUBLIC ILITY DISTRICT .. Inspection(s) made and successful test(s) observed: Location: � f7`/� i'2��11 De.. Date: A �5_- Z0457y By: Lake Oroville Area Public Utility District release to close per Date: // --.5 -.2 0' o y By: �--�- • .PERMIT NO.: 24-04 Lake Oroville Area Public Utility District 1960 Elgin Street OROVILLE. CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Pu is Works Building Department prior,toissuance of a building 'or occupancy permit, whichever is ap icable. Prior to final approval by Butte County of a Building or an Occupancy Per t, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must"be sub itted to Butte County. Date: March 2, 2004 1 'Applicant: Chris Carter ti Applicant Address: 26 #2 c$$ie eek, o ovi le 4.5966 Applicant Phone No.: 532-9568 Property Locations(s): 195.0 'v a "A e.�z0 oville' CA '4 95366 ' : Cott- . y C ZP8 isf? 2 , A.P. NO.(S): 068-36/0-116'a pox Xvn �31 3 7 / �' c �tiu �'= $ 3 -?s' LOA.PUD Capacaty Chg Fees tlUe: r®tal. SC . t!' 0imMonnection. tee. V_ :rk Application for/eeoved: " LAKxE OROVILLE AREA PUBLIC)TILITY DISTRICT Inspection(s) cessful test(s) observed: LocatioItfle �'2��11 �7,e, Date: By: Lake Oroville Area Public Utility District rete se to close perm' Date:/ --S a2U4 By: '�.y SITE PLAN- REVIEW APPLICATION Date: AN O 13 Permit Number (if applicable) D(p C):7. / Bin Number APPLICANT INFORMATION Paicel Size: ' Owners Name: G�Irts I A©V'G�C.(L• Vrd✓� 6 �P ��w Owners Address: Telephone No.: 3oZ �S 0 Site Address: Li-C446o, ec�� I^ Drw, l Proposed Use: Zone: i Residential GP: New Single Family Residential 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 ' S ❑Commercial Additiont ❑ Commercial Remodel. ❑ New •Industrial " ❑ -Industrial Addition ❑ Industrial Remodel, Other 0 Septic - _., ❑ Well ❑ Agricultural Exempt Building ❑ Agricultural Buffer"Form ' ❑ Other: Brief Explanation/Issue: , DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved ❑ Conditionally Approved f ❑ Resolve Problems Prior to Approval K ❑ Resolved By 'Date , :.. 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: Af2, General Plan: 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: K Zoning Code Streets & Highways Fire Prevention Subdivision Map Front a (D oZ0 I Side S 5 Side Street a; Rear s r r 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: K Parcel Created By: ❑ Deeds: F 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,Loi Line Adjustment ❑ Construct road to: ❑ Meet Parcelsize required by zone ❑ Meet current Environmental. Health Department requirements AV Subdivision Map/Parcel Map:, Map Date of Recording:- Lot: ecording:Lot: Book: 1 0 a Page: D' 40 1,3 �:. FD Y" REBAR (NC CAP) ' :I t1. PER (R3) .. Lee -- L5e _ 73 3' PSF i �X45-: , L:9 �`•`• • - Tl'P I "-• r-\ is C) 6 I, I • I 40IN F_E SU1Pi.E: 1r�fm�3 A lg• •. \ ,• .. G.2:i AC i . 0.22 AC DEDICATED 1'O '.ItE'' 1 ' :R? \ >� - F� t- P 1 A -'0 ' G,T , F. v.. IND_R COUNTY OF' BIirrE 1 Q - ` r: I PER '1FiIS MAF � 40• �,: �' _ , , 72 t. .. ... ... SCALE:. 1'.50' , i I COTTAGE.z.-- '� (R) RECORDED UA1A PER RECORD REFERENCES _ 5 _ •--,.- ___ A FOUND AS NOTED 0.25 AC .,?` ,,4q "-'- " X SET d" REBAR WITH PLASTIC CAP, RCE 22972 2•� CREEK DRIVE La TED 1Q PSE `� t,4j)-•�.s , P( CCENT • 4�: '. ... �. "3. PSf _. _ N., PER B.C. STD. 5-1 l 2 _m.- ; .... ..-. L23_ ... ...I 'SET S-I IESTO STREET SURVEY MONUMENT POINT E '� Y i2 I LOT NUMBER & LOT ACERAGE �J ,S'; PROPERTY UNE _ ABarrfa5 RIGHTS U•2t AC �: I LOT UNE OF' ACCF PHASE LINE RE!lNOUISHEG �> ,1. 7 I•-•------ CENTERLINE 0.26 AC j PUBLIC SERVICE EASMENT (PSE) ,, "---'•" RELINQUISH ABUTTER'S RIGHTS PSE ... ....... CALCULATION LINE - ? •m: - ] :r " m li 0.21 Ac i . �•t. o RECORDS R3 RECORDED DATA PER BOOK , L3� - --ie ---� 117 OF MAPS AT PACE 79 0.22,.4E G ', 4� � g A ...................(._-1 1`� �J �, �'1� ' SUBDIVISION A4aP LINE $FARING , jAr I 1 .--- AC FOR -- ....... Ni5.18'34'E i 'OI - 0.20 ' R ...-S60T18'S8"E I"E I - 1 . ; 1'• . ; COTTAGE. COVE,R3`2'41 »vt �.._..�. .( 9. ;2SUBDIVISIONPHASE I4'45"F. D.2.�(A PWvAT3 STREETSUBDlYISloB) zo � ,o PSE AP1V: OG8-36) ne RSN: 2001-3' 7259 PARCEL4.ASSNOBN ON MT CCRTAIK PARCEL F---._=s� 1 MAP. RECORDED 1N TUE OE OF THE r----_ LI?_ TABLE OFFICE _ T-... 1.65 A�-� ' lti ¢, 1 RECORDER OF 7Nli COL'NfY OF OUTT�, .4TA7'E 'CURVE 7 LEb'GTN P.AU:11S IiEl 1'A � DF OF CAUF'"IA. (W OCTOBER 24. 1970, IN BOOK _ CT-..e le.B: 90.0111'. 75.38'2;• 1. s�-- '~cis - MENDED AT A L• .._y.--.-...- P v• - C'T s^ - i /.AI 36.43 20-00• 1C4 ^c2'03' t' �: `L. �/\ ....---- _--_-_•111:'+ .. 2.4 A \\� -� --•�`" . �' ` 66 0, e70TP OFC1NSROCORRECTION'RiCOR9. C BD 45.91 30.00, 59'33.5%' - C OFFNJAL DEl'ORDS. I . -,•,-C31 139.501 90.00' 88.4R?.2' Aa"'h:4'S klEri:S +" : ' A PORTION OF TRE sob-nmAIB OF 9ECITON 14, .- --- - 017 4CCE55 "-. ' Lr2 1 e1 :6.18 6.OG 153'3'5'57' REUN4.TISHEO _EAC• -141'57126' � � � -- _ BLM TR COUNTY, CAl]FOR3:fA C.BI 8.7%7 _ 3GC 167.34'44'1 31-42.' L'O.OE 9G'00'CO'7 vy1 FOR . C10 3142' 2J.00 40'JJ�I, 4R� CHRIS AND SIUMNTHA CAR! IFR Cli 18.96 8.00 135'M165_i'7 P.O. BOi: 6005 -� i- Cit - 122.946 S2.00 1352 _ • ORO9D.1,T, CA A5988' Ci3 18.62 6L0 :'T9_40'3'/'I': C74 1$.04 6J,P] 14•?1'39'; - .: BY -cls i42: so:Do %53s2J;• •� -. - FEENEY ENGINEERING` ----- C16 ....... 12.54 •.50.00 14 04• - .. 1250 -EAST AVE 1 10 C17 46.91 --__' 6000 M14 4734' CR1CO3 C4 L18 46.91'- 60.00 94 47 4' , P: 1630). 099-0409 F: (630) AOA-0943 APRIL 15, 2004 r SRP•FT 3 OF 4 I. r o< v 7 `�'•�, % Cn 5 N wuyyh -'O�Off °'`�i .oao .t Czi ^ �� � . a m Q � � � F �wr c ��i3 % aaia � °•c`{v aL '`�A^ t', � �ao�`= J Fes.. �F�i+ V: .. krai x.n.o �� ac"i � a>. �„ a'•a$ 11 9 ,� I i p,a2"`yi '•curio a x _ � r._...•_ __._._.�.__.._ _�._.�._._._._._._. '._._..._._._..... k I j I t 7 � •I j- moi• `-- `\ ,..,. j • � i • a e �" 1 `� is,� •>G ;� � � � .,1 1 f 4 <U a 6 Y vii C FcyG i> p � � J a •1« ^tz5� a z I:. _ '1 •:6d .pwS as,> S< �� n h'` .�� �... y . �" iS� -4a "mac: ?.� ,:. .3 .; `d, ma •rS ' Y _� 1 - -'�' \ a \� 1 �a F�,o< 'a't �y `�.�� Py�6?• w'�`j G�sk�� i•.` Y` l "\' V,\,, \ Or ,'cab u`•�'» '��'<� '3 v���•_ . ., � x•<,- .. fit; � £i� .<F6• ,�'��a .: Ru S • ... _; `i�1 1 li� � � .�4 �% �5G•`• � � s� S�p'S rte 1 ` � 3 � 1 '" '. 7' '.•S,', <C. f�`�9 C?2�Qs ..ii ��YC;}� .. .. •V a �•:x 99ocG ��'�u 4o,;:1 xX ,!"c i,�.Y, ,S MM, R • e Butte .County Department of Development Services TIM SNELLINGS, DIRECTOR PETE CALARCO; ASSISTANT; DIRECTOR 7 County Center Drive + , Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile t ADMINISTRATION * BUILDING " PLANNING April 26, 2006 Chris Carter 195 Oakvale Ave Oroville,,CA 95966 �• i, Subject: BP#060781 (APN 068-410-013); Type: New Single Family Dear Applicant/Representative: The Butte County Department of Development Services, Planning Division, has reviewed the ,, submitted .permit application, and requires the `following revisions to your site plan, or information in, order to continue the review (this may be for notification purposes, please, see below): ❑Creation Deed , ❑Site Plan Resubmit -Follow Re uirements ❑ Erosion Control Plan ❑ Setback Conformance ❑ Watershed Protection Zone ❑ Front Yard ❑ Cohasset Specific Plan ❑ Side Yard ❑ Subdivision Ma Note , ❑ Rear Yard ❑ Off -Street Parking; Development Standards ®Special Setback or Parcel Limitation, ❑ Parking for Specified Use . [:1 Federal Aid Road/Arterial ❑ Lot & Landscaping Requirements ❑ Easement ❑ Oak Tree Plan ®;Subdivision -Map Condition/Note ❑ SRA Setback* [:]North Chico Specific Plan - Erosion Control ❑ Fire Sprinklers*. ❑ Notification Only - No Action Re` uired - ❑ Other: w - r►re sprinKiers, ana me wtA seroacK, are not requirements dor the -Planning Division approval, and this notification is for informational purposes, however it may be required for the issuance of a building permit. The requested information, or notification, is described on the included hand-outs. You will .also be given some brief direction, on the following page, of how the information 'should be submitted or returned to the .County. Should you have further questions, please contact me between -the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (53.0) 538-7603, or the appropriate Department/'Division identified in the hand-out. 1: Sin eVeyy l Chris . -Associate Planner attachment ' t i .EL Pe) ~ 4 f ` 04 ry or r�cD • < 5. I40 STRUCTURES SHALE. BE PLACED WITH. NI 'M 50-FOOT SECONDARY LINEAMENT BUILDING SETBACK AS DEPICTED. •� 0.23 AC 0.2:5 AC t i� 0.21 AC 50' BSL Trig v'.21 AC. 50' BSL r �: MiTek POWER rU PERFORM.'"' b = 0 7?/ MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: Aixis Fax 916/676-1909 00 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R23664006 thru R23664097 My license renewal date for the state of California is March 31, 2007 Refer. to APPROVED PLANS for additional notes and information for this project )wner:LA4?6 eA.Srri LEVISION: BP# O6 07t3i LPN: Q6e- *0. -0/3z late ILE COPY PTTE COUNT �iLii. DiVii®K APPROVED 0*1 v December 5,2006 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any, particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. rront WTO TRUSS SCHEDULE Tails e Mark TC Pitch BC Pitch Span Amt. Description Front Back A 6:12 40-0-0 1 HIP GIRDER 2 PLY. 2-0-0 0 Al -A2 6:12 40-M 2 HIP TRUSS. 2-0-0 0 B 6:12 46-M 1 MONO HIP GIRDER 2 PLY. 2-M 0 B1 6:12 46-0-0 1 MONO HIP TRUSS. 2-0-0 0 132-134 6:12 3:12 ' 46-0-0 3 HIP TRUSS, W / CATHEDRAL. 2-0-0 0 65-69 6:12 3:12 46-0-0 5 HIP TUSS, W / CATHEDRAL, AND COFFER. 2-0-0 0 C 6:12 46-0-0 3 STD, W/ COFFER. 0. 2-0-0 C1 6:12 46-0-0 1 STD. 0 2-M D 6:12 46-0-0 1 HIP GIRDER 2 PLY. 0 2-0-0 D1 -D9 6:12 46-0-0 9 HIP TRUSS. 0 2-0-0 EGE 6:12 26-0-0 1 GABLE END. 0 2-0-0 E 6:12 26-0-0 2 STD. 0 2-M Ell 6:12 26-0-0 1 GIRDER 2 PLY. 0 2-0-0 FGE 6:12 16-M 1 GABLE END. 2-0-0 0 F 6:12 16-0-0 2 STD. 2-0-0 0 F1 6:12 16-M 1 GIRDER 2 PLY. 2-0-0 0 M 3:12 6-5-8 9 MONO. 2-0-0 0 M1. 6:12 6-M 1 MONO GIRDER 2 PLY. 0 0 P1 -P5 4.24:12 DIFFERS. 6 RAFTERS 0 0 EJ2-EJ24 6:12 6-0-0 44 END JACKS. 2-0-0 0 SJ2-SJ4 6:12 2-0-0 6 SIDE JACKS. 2-0-0 0 Project: Castle Construction Alexis COun : BUTTE Contractor: Endeavor Homes Date: April 3, 2006 Roof: COMP Plan: Snow: o Drawn By: MW Tail Cut: Plumb Job . f 1 Truss Truss Type Qty Ply- 00 ' 5x5 = 5x5 = 3x5 = 823664098 ALXIS 08 CAL. HIP 1 i 7-5-8 7-5-2 5,3-2 4-3-1 f 3-11-15 5-10.5 5-6-3 6.2-12 Job Reference (optional) 7-5-8 11410.10 1 111T 19-3 13 ' 121-7-11123 11-9 1 274-5 2�-4-12 343.1 I 39-104 I 46-0-0 148-0-0 7-5-8 7-5-2 1-0-7 3.4-12 2-3-14 2-3-14 34-12 1-0-7 5-105 5-74 6-1-12 2-0-0 . , _ • Scale = 1,84.4 to 16 17 '16 15. 14-- 13 t. 12 3x4 II 4x5 = 5x5 = 5x5 = 3x5 = 3x5 = 5x5 = 2x4 11 ,,. 75-8 1410.10 -. 20.1-12 24-4-13 284-12 343-1 39-9-4 46-0-0 7-5-8 7-5-2 5,3-2 4-3-1 f 3-11-15 5-10.5 5-6-3 6.2-12 Plate Offsets (X,Y): f1:0-2-4.0-2-01, [2:0-2-8.0-3-0], [4:0-0-11.0-1-21, r7:20-1-2,20-8-31, f8.0-2-8 0-3 01 f13 0-2-8,0-3-01. [16:0-2-8,0-3-01, [17:0-2-8.0-3-01 LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES - GRIP ' TCLL, 16.0 Plates Increase 1.25 TC 0.96 Vert(LL) -0.05 17-18 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.27 ' Vert(TL) -0.10 17-18 >999 180 M1118 170/148 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.01 12 n/a n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) Weight: 280 lb LUMBER BRACING' TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc BOT CHORD 2 X 4 DF No.1 &Btr pudins (6-0-0 max.): 3-6. WEBS 2 X 4 DF Std *Except* 1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-19 2 X 4 DF Std G } WEBS 1 Row at midpt 2-17, 3-16, 5-16, 6-15, B-14 REACTIONS (Ib/size) 19=624/Mechanical, 16=1635/0-3-8.12=911/0-5-8, 10=274/0-3-8 Max Horz 19=-143(load case 3) Max Upliftl0=-65(load Case 3) Max Grav19=635(load case 6), 16=1635(load case 1), 12=937(load case 7), 10=280(load case 7) FORCES (lb) -- Maximum Compression/Maximum Tension TOP CHORD 1-2=-745/13, 2-3=-317/81, 3-4=-24/0, 3-22=0/227, 5-22=0/221, 5-23=-139/115, 6-23=-133/116, 6-7=-24/0, 6-8=408/93, 8-9=-508/55, 9-10=8/149, 10-11=0/46, 1-19=-561/12 BOT CHORD 118-119=26/202,117-18=0/591, 16-17=0/203,15-16= -79/109, 14-15=0/307, 13-14=0/395, 12-13=-98/39, 10-12=-82/38 WEBS 2-18=0/243,-2-17=-474/24,3-17=01484, 3-16=-808/0, 5_-16=-849/21,5-15=0/511, 6-15=-462/6, 6-14=0/283, 8-14=-137/37, 8-13=-152/38, 9-13=0/538, 9-12=805/14, 1-18=0/398 NOTES i - 1) Unbalanced roof live loads have been considered for this design. - 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of . dimensions 45 It by 46 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. + 5) See BEH18 DETAILS for plate placement. 1 6) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. _ 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. , 10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails: LOAD CASE(S) Standard December 5,2006 A WARNING - VerVY design Parameters and READ NOTES ON Tffi8 AND INCLUDED 81r7'EK REFERENCE PAGE MD -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. �,�• Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown R A'���' 's for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 'v' fabrication, quality control, storage, delivery, erection and bracing,. consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building ComponentSafety information Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 I t a O Truss Truss ype11:ty CSI y 00 ALXIS'� - D9 CAL. HIP 1 1 823664097 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 Job Reference (optional) u.�wow,, o ... I-..—umuam — Fun----..—rager 21-11-9 7-5-8 1 14-10-10 1�11i1 21-3-13 21 *1 1 27-4-5 2�±12 343-1 1 39-10-0 46-0-0 484)-0 7-5-8 7-5-2 1.0-7 54-12 0-3-14 5-0-12 1-0.7 5-1 D-5 5.7-4 6.1-12 ' 1:84.4 " ra 1 11 1b 15 14 13 12 3x4 11 4x5 = 5x5 = 5x5 = 3x5 = 3x5 = 5x5 = 2x4 11 7-5.8 1410-10 20-1-12 24-413, 284-12 343.1 39-9-0 46.0-0 75-8 7-5.2 53-2 43-1 3-11-15 5-10-5 ' 5-0-3 6-2-12 III LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.96 Vert(LL) -0.0517-18 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.1017-18 >999 180 M1118 170/148 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.01 12 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 286 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins BOT CHORD 2 X 4 DF No.1&Btr (6-0-0 max.): 3-6. WEBS 2 X 4 DF Std *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-19 2 X 4 DF Std G WEBS 1 Row at midpt 2-17, 3-16, 5-16, 6-15, 8-14 REACTIONS (Ib/size) 19=624/Mechanical, 16=1635/13-3-8.12=911/0-5-8, 10=274/0-3-8 Max Horz19=143(load case 3) Max Uplift10-65(load case 3) Max Grav 1 9=635(load case 6), 16=1635(load case 1), 12=937(load case 7), 10=280(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-745/13, 2-3=-317/81, 3-4=-24/0, 3-22=0/227, 5-22=0/221, 5-23=-139/115, 6-23=-133/116, 6-7=-24/0, 6-8=408/93, 8-9=-508/55.9-10=-8/149, 10-11=0/46.1-19=-561/12 BOT CHORD 18-19=26/202, 17-18=0/591, 16=17=0/203, 15-16=-79/109, 14-15=0/307, 13-14=0/395, 12-13=-98/39, 10-12=82/38 WEBS 2-18=0/243, 2-17=-474/24, 3-17=0/484, 3-16=808/0, 5-16=-849/21, 5-15=0/511, 6-15=462/6, 6-14=0/283, 8-14=-137/37, 8-13=-152/38, 9-13=0/538, 9-12=805/14, 1-18=0/398 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 46 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) See BEH18 DETAILS for plate placement. 6) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. / 9) Refer to girder(s) for truss to truss connections. I I 10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard December 5,2006 ® WARNING - Vert(y/ dealgn pammetera and READ NDTEB ON TWS AND TNCLEMED WTEH REFERENCE PAGE MU --7473 BEFORE USE. � Design valid for use only with Mnek connectors. This design Is based only upon parameters shown, and is for on individual building component. Applicability of design paramehters and proper incorporation of component is responsibility of building ,designer - not truss designer. Bracing shown Mire k• is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component naw�w .o rrwro�r.• Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, N 53719. 7777 Greenback Lane, Suite 109 Citrus Helghts, CA, 95610 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND, SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY*-;, OWNER INFORMATION Last Name CTZ—_k_ Address , qS 174z -le Address/ yS,— U IC v City /)� /�� !� Slate6,� Zip QS-7� 77 Phone Fax E-mail CONTRACTOR Name Address , qS 174z -le City zo l� Sta Zip5one Phone E -32 �S�o Fax E-mail Lic.teK2C8 C M APPLICANT INFORMATION ARCHITECTIENGINEER Name City zo l� Address Zip5one City State Zip Phone Book Fax E-mail Planner State License Number APPLICANT INFORMATION Name L�, /) `1 , J�'7 !iG Address) 4- ����� !/& / City zo l� � IF Zip5one Q � 7 E-mail (CANT SIGNATURE X For office use only: ` Zoning Property Add s D Flood Zone X SRA LYe!j No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BP o-6 6.781 f BIN # Irk _ PROJECT LOCATION . AP# O --® Property Add s D City Cross Street D19 -IK<' /Z4_ /d -v WORKER'S COMPENSATION Policy Number Carrier r ,I���� If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: N 5►' 230a � (��1 cBv 2�3 Sq FT- Living Garage Open Coy ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION i Applications for which a permit has not been issued will expire one year after the date of application. In order to renewiaction 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. W Received by: Amount: 17- i , Bldg C / SRA Receipt(,#(:� a �� Sheriff `k l SMIP 6 Other Date � f � � � Total SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC 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 Commissioners office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). El 7. Workers 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. D. 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 KAFORMSOUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05