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064-050-036
-NOTES Butte County Department of Development Services 7 County Center Drive, Oroville, CA 95965 • - •cOu" • (570)538-7601 www.buttecounty.n@UdQs - R,E-S.1•D E_N T I A L ` 064-050-036 064549 APN: DUFFERT, STEVE .• ASHE VILLE RD, MAGALIA .y' owner. _� Cont: SERENITY HOMES ( M/H PERM FND (NEW) ` • ,,. �t Site Address: —+ + Contractor. (! Type of Permit, A4c,4 / a 00 c0 SPECIAL CONDITIONS CHECKED BY [5SRA _ ` Q FLOOD CERTIFICATE EQUIRED ' Q FIRE SPRINKLERS REQUIRED {� Q SPECIAL INSPECTION ITEMS i� Q VERIFY Q USE PERMIT CONDITIONS Q SUBSTANDARD HOUSING LETTER Q ENCROACHMENT PERMIT Q REINSPECTION FEE PAID OENV HLTH CLEARANCE . Manufacturer--Frau A'------, yr Date of Manufacture g~ 0�5-Oip Serial Number(s) FH 31 x039 57 ,68 O(o HUD Number(s) i R y R a(o S T r DATE JOB FINALED• 1—�19- 07 'It ` SIGNATURE: •=OK i 0 = Nct OK MAN UFA TURED-HOMES MISC-ELLANEOUS- DATE ERMANENT FOUNDATION SOFTSET -7—DATE D E C K S -C O V E R S'C A R P O R T S'G ARA G ES ngSetbacks-Easements 1 ZoningSetbacks-Easements oils; Special MH Support Sketch 2 Ftgs; SailssSz-0pthSpacing-CnnctrsSteel 3 Sewer; Loctn-Test; Fall/C/O-Concrete 3 Decks, Girders/Jolsts-Dcking-Brcing 4 Wtr; Loctn-Test-Easement Needed -Regulator Stairs-Guard/Handrails 5 Elec Loctn-DImcs-Gmd Amp -Concrete 4 Wood Awn; Posts-Beams-Rftrs�nnctrsShthg, 6 Yard s; Loctn-Test Wrap Nat ❑ or LP❑ { Frmg-Brcng gt5 Alum Awn; Coluinns-Cnnctns-Splice -Decal-Encisrs ckng; SzSpacing Ln ' 6 Carports; Wndws-Doan 8 Gas; MH Test-Demand-Valve-Dnnctr ; T Electric -9 Elec MH Cntnty Test-Crossovers-Breakers-Clmcs 8 Frmg; Sills-AnchrsStuds4bVs Trusses 10 Drain; MH Test -Fall -Flex Cnnctr it . 9 Siding; Nailing -Veneer -Stucco -Lath 11 Wtr & Sewer Connected -C/O to Grade 10 Roof; Shthg-Roofing 12 Gas and Electricity Tagged11 E*, Steps -Doors -Landings 13 Tie Downs Q Foundation ' 12 Braced Wall pnls 14 Exits 15 Cert of Occupancy 16 HUD LabeUlnsignia Numbers Serial Numbersf < Lon jN& '5 ('4 'a ?-T 0 ©—s7 f` V Q t • i j f • r i 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Reptcls/Lting; Distance -GR 5 Elec Pool Lting; 15 volts -GR 6 Elec.Enclsrs; Conduit Entries Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Egp•Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Boxer _nclsrs-pelboards-lnsultn to Main Conduit 9 Health Dept Apprvl 10 Pimb; Cir Test-Wtr Supply Test 11 Lt Niche , 12 Encisr, Fencing Alarms 13 Bonding, Diving board or Slide " 4P Drawing - —RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd FtS Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn ' 3 Ftg Garage; So&l Steel-Elec Grnd Ftg Dpth 55 DWV; Test Fittings & Anchr Nail Prtctn .. 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First flr-Tub Acc 5 Stemwalls Main; Steel-Blockouts Wrapped 57 Test Tubi & Shwr, 2nd flr - Tub Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas.Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgitrService Test 12. Elec Undrgmd DATE IM E C H A N I C A L 13 Plenums & Ducts; Clrnc-MaterialSupport-Insults 61 AC Ducts Insults & Support " 14 GirdersSills-Anchr Bolts-Joists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16 Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pitfrm if Furnace in attic DATE FRAMING 17 Sills Proper Materials & Anchrs DATE F 1 N A L 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Wails over Girders .& fir Nailing 67 Smoke Detector 20 Draft Stop In Walls (rat proof) 68 Furnace Vnts-Cimc-Comb, Air-Cnnctr 21 Fire Stops; Furred CeilingsStairs-Chasers-Tubs In Garage; abv-flr-Ducts-Meth Prtctn 22 Headers & BeamsSi &'Bearing- 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-nnctns C 70 GFI!& Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue=Frplc Throat Cimc 72 Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic Acc; Sz &'Rmx Prtcfn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Cimc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext _ 29 Prprty Line Firewall 8 Opngs' 76 Ktchn, Fxtr & Appinc; Gmd-Air-Gap-Cooking Cimc 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door; Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts4UU dutrgrs 79 AC Duct in Garage -Damper. 33 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 35 Glazing Are PrtctnSkyLts-Plastic . 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps _ 39 Infiltration-Walls-Wndws �` 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth 86 Cimc Dmge Planters ❑ Yes ❑ No °� °mss 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Pimb 89 Vnts abv Roof, Plmb-Appinc-Frpic-Cimc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clrnc4ns Prtetn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntitn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Irispctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Gmdng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvi 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ga ❑ CU or ❑ AL 98 Address Posted AC Wire Sz ya [::ICU or El AL 99 Fire Sprinkler 48 Range Clec oa ❑ CU or ❑ AL Oven Circ ga [::ICU or ❑ AL Insulated Neutral ❑Yes ❑No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnis-Motors-Mech Eqp 51 Clothes Closet LtShwr Lt -Spa Lt 52 Smoke Detector M BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES k BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M ($30) 538-7541 PERMIT NO. BP061549 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 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/03/2006 APN: 064-050-036-000 the Business and Professions Code, and my license is in full force and effect. ' License Class`. Gni 7 License Number: dS,T5ac�Q Site Address: 14562 ASHVILLE DR MAG Date 'S-" Contractor 1 Map Index: ' OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: NEW MH, PERM FND, NEW SITE (1232) 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, poor Owner: DUFFERT R STEPHEN &CAROL A 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 1913 N 3RD ST 7000) of Division 3 of the Business and Professions Code) or that he or CONCORD. CA she is exempt therefrom and the basis for the alleged exemption. Any 94519-2501 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).): ❑ 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: JAEGER CONSTRUCTION such work himself or herself or through his or her own employees, SERENITY HOMES provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 2490 BRUCE ROAD year of completion, the owner -builder will have the burden of CHICO, CA 95928 proving that he or she did not build or improve for the purpose of sale.). 530-566-9480 ❑ 1, 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 t ConJA tracor: EGER CONSTRUCTION JA pursuant to the Contractors' State License Law.). BOX 1300 ❑ I am Exempt under Article 3 of the Business and Professions Code YUBA CITY, CA 95992 Date: owner: 530-673-3885 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ' License #: 268056 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: RICHELIEU, JEFFREY MARTIN the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy u: Total Square Ft: 1232 S.F. ❑ 1 certify that in the performance of the work for which this permit is a Valuation: $80,080.00 issued, I shall not employ any person, in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers compensation provisions of Section 3700 of the Labor Code, I shall L q� forthwith comply with those provisions. , 15r5gCc —3" �� Date: O %may Applicant:ty LJ • Y��,3C�`7co,C��l WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of �s compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. p lJ CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutlpnq to do work Indicated abov for which fees have been paid. �J �_ (� CC Name: �� By: Date:y PERMIT E PIRES ON: -r '0 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 owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. 1 acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of But County/^to enter upon the above mentioned property for inspection p r oses. Print Name:ri �l iJ Signatur o ' 3 Date: ❑ owner ❑ Contractor ❑ Agent for Owner Agent for Contractor B. C. Building Permit 01-16-04 pg 1 Butte County Department of Development Services NOTES 7 County Center Drive, Oroville, CA (530) 8-7601 wvwby�e ct RESIDENTIAL APN: Termft No. Owner- r 9 Site Address: 1 `i �l9 % �� ✓�'e : �l �. [ Contractor. y Type of Permit;' F r L 1 circ -T 3 i OFFICE COPY Address GAS Meter BDate/ / . ELECTRI - - Met B lrol1 �S - • . - LYL i er y Date A A SPECIAL CONDITIONS CHECKED BY D SRA D FLOOD CERTIFICATE EQUIRED D FIRE SPRINKLERS REQUIRED D SPECIAL QISPECTION ITEMS D vEmFY D USE PERMR CONDMONS Q SUB -STANDARD HOUSING LEITER D ENCROACHMENT PERMIT D RmspEcnm FEE PAID D ENV HLTH CLEARANCE D DATE JOB FOiALED: SIGNATURE' = OK o = Not OK d` o`er o'er aT� w 4A cel s i cno - Drawing 1 r - MA`N,UFACTURED HOMES x '' MISCELLANEOUS - DATE PERMANENT FOUNDATION U SOFT -SET x `' DATE O E C K S -CO V E R S"C A R P O R T S •G A R A G Es ningSetbacks-Easements ' 1 ZoningSetbacks-Easements S Is; Special MH Support Sketch er; Loctn-Test; FaIUC/O-Concrete Wti; Loctn Test-Easeinent Needed -Regulator 5 Eac Loctn-0lmcs-Gmd ' Amp-0oncree o6'far Gas; Loctn-Test Wrap Nat ❑ or LP& Inch Sz �_Ft Lngth 1. ( ( 2 Figs; ScilsSz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-0cldng-Brcing Stairs•GuardlHandralis 4 Wood Awn; Posts-Beams-Rftrs-CnndrsShthg. Frmg-Brcng 5 Alum Awn; Columns CnncinsSplice-0egl-Enclsrs g; SzSpacing-Marriage Line d H Test-Demand-Valve-Cnnctr i i 6 Ca , W -Doors 7 MH Cntnty Test-Crossovers-Breakers-Clrncs F n -MH Test -Fall -Flex Cnnctr 1°I'Wtr 8 wer Connected-C!O to Grade k " 4 rmg; Sills-AnchrsStuds4rasTrusses 9 Siding; Nailing VeneerStucco-Lath 10 Roof. Shthg-Roofing 1 s and Electricity Tagged Tie Do Q Foundation c 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls i5Cgrt of Occupancy WALID LabeUlnsignia Numbers Serial Numbers t° /, �- �b 4 °� 41 ®' DATE IPOOLS �% -- 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctrts-Thickness Dead Men-Uning 4 Elec Rcptds"ng; Dh ance-GFI 5 Elec Fool Lting;15 volts-GFI 6 Elec.EncIkrs; Conduit Entries-Terminais-0isted . °,r �? ^ mss` ,r Z ' s` - ' 2Ca = � ° �(� -1't - Lo l . I 7 Elec Bonding; Metal w/5'•Crdtng Egp-Htr 8 Elec Grndng; Eqp w15' Crcltng Eqp-Pool Ightg Bares-Encisrs-pnlboardsansultn•to Main Conduit 9 �leattii DeptAAp� �/ r (' `�� -� i �. re US�� �`� s i .. 10 Plmb; Cir Test Wtr Supply Test ` 11 U Niche .' 12 Emtdsr; Fencing -Alarms ' y 13 Borgdmg, Diving board or Slide d` o`er o'er aT� w 4A cel s i cno - Drawing 1 r Not RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR 1 ZoningSetbacks-Easements-RoodSiope 2 Ftg Main; Soils-Elec Grnd Ftp Dptlr 3 Ftg Garage; SoilsSteel-Etec Gmd Ftg.Dpth 4 Ftg Perches/Decks; Soils -Steel Ftg Dpth 5 Stemwalis Main; Steel-Blockouts Wrapped 6 Stemwalis Garage; Steel-Biockouts Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frple Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test �,. 11 Wtr Pipe; Test Anchrs-RgltrService Test 12 Elec Undrgmd 13 Plenums & Ducts; Cimc-MaterialSupport-Insultn 14 GirdersSills-Anchr Botts-Joists-Vnts-Cripples 15 Ace & VnUtr ' 16 Insulation a' �� dd o*a• DATE IFRAMING 1T Silts Proper Materials & Andus 7 18 lAlafis 5hr. Nailing Spacing & Braces-PlatesSound 19 Bearing Walls ovef GirderS..4.-fir Nailing 20 Draft Stop In Wa11s (rat proof)" 21 Fire Stops,*Fiirred CeilingsStalri-ChasersTubs 22 Headers 8 . Beams -Si &'Bearing' 23 Hangers -P• Paps-Anchr--;j ncins 24 Ceiling Joist4tf& Ties -Purl' -Roof Brac-Truss-shthg 25 Frpic Tie's' or Type A Flue= Vc Throat Clrnc 26 Attic Acr Sz'&Riaz piti;lii aft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Siff Ht & Dimensions 28 Garage Fire Prirbi Framing -RC Charinel 29 Prprty Line Firewall & Opngs' . 30 Ext Doors One 3r-6eat Ga •rage 3r'4 Story, 2 Exits 31 Stairs; Width-Hdrm-Rise4bm4Land'ing-Fire Prtctn 32 Plywd on Roof Ovrhng-Mr. Vnts-R_ Rr Oritrgm 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtr Vnts-Undrfir Ace 35 Glazing Area -Glass PrtctnSkytls-Plastic . 36 Shear Walls; Nailing -Bolts 37 Brace Int%Ext Wall pnls 38 Insuttn-Walls-Ceilings 39 Infiltration -Walls Wndws DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clrnc-Ins Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Gmd made up w/Mech Fsbus 45 Gmdng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndc r Sz GFl 47 Subfeed Wire Sz i, OCU or [:1 AL AC Wire Sz Sp ❑ CU or Q AL 48 Range Clic oa Q CU or ❑ AL Oven Circ Qa Q Cu or QAL _ Insulated Neutral Dyes ON. 8r_ 49 Service -Riser Cndctrs & Gmd Main Dscnnct _ 50 Eqp Cimcs pnls-Motors-Meth Eqp 51 Clothes Closet LtShwr USpa Lt 52 Smoke Detector DATE IPLUMBING ° 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Hail Prfctn 56 Shwr Pan; Test, Fust flr-Tub Ace 57 Test Tub & Shwr, 2nd fir - Tub Ace 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler, Test 60 Yard Gas Piping DATE MECHANICAL 61 AC Ducts Insulin & Support 62 Vent Fan, Exhaust abv Insulin 63 Condensate Drain & Ovrfiw, Sz & Grade 64 Furnace -Vent Ace -Comb Air RtnilVent 115 Outlet 65 Attic Ace & Pltfrm if Furnace In attic DATE IFINAL , 66 ExtSteps-Door.& SideU Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cimc-Comb, Air-Cnnctr j I In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFl & Bath Fxtrs & Tub AccSpa ' 71 GFl Are Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrails -, 74 Frplc or Stove, Cimc-Hearth 75 Elec Outlets at Wood Pnk int & Ext 76 Ktchn, Fxtr & Appinc; Grhd-Air-Gap- coking Cimc 77 Elec Outlets & Rcptcls at Kfchn Counter 78 Garage Fire Dobr, Swing -Landing -Closure 79 AC Dud to Garage -Dampier- x_80 Wtr _Htr Vnts-Cimc-Com Air Cnnc r-PRV; abv fir Mech Prtdn; LPG Appince Undr Horse 3' drain 81 Plmb; Elec & Mech. Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GF) Romez Prtcbn 83 Insuttn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth 86 Cimc Dmge Planters O Yes MHO 87. Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Pimb 89 Vnts abv Roof, Plmb.Appinc-Frplc-Cimc to Opngs 90 Wtr Well, Dscnnct, Elec, Pimb 91 Ext Elec Trim, GFl Rx4tc141ndrgmd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Irispe ris 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-:/O to grade -HD ApprA 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler -'COUNTY OF BUTTE ` BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE R P 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 REV 4/05 Inspector Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 ` COUNTY OF BUTTE BUILDING DIVISION r DEPARTMENT OF DEVELOPMENT SERVICES ={_' 7 County Center Drive • Oroville, CA • (530) 538-7541 fir CORRECTION NOTICE "�bu NO -1 �- OWNER PERMITNO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and sho Id` be corrected. Please call for re -inspection when correction of work is completed. If yo have any questions pertaining to this matter, or need additional r` explanation, please con ct the Building Inspector as indicated below. i (i V` P11 f RIC)f? To 7--tAIAI AillC� P'-l(z S A" r4 ;} i r, a wv Date I _2 3 Inspector ��F&IelqH C. I���E�/%/� "i REV 4/05 -Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 Date 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 - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER t�: PERMIT NO. ra 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. a 0✓l rr I "✓L? I `rC- r— 4� S .Q y� J •�•3 • y7 - 1 4• � Date Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 �11TTw BUTTE'COUNTY RECEIPT 7 County Center Drive Oroville, CA 95965 Printed: 01/26/2007 11:44 am 0 o Department of Development Services 0 o Phone (530) 538-7541 Fax (530) 538-2140 c0U wt Receipt Number: B1635 Permit Number: 06-1549 Job Address: 14562 ASHEVILLE DR Contractor: SERENITY HOMES Fee Description Account Number Fee Amount DBFIRE Fire Inspection (SRA) R 0100-450001-4617240-1010 $102.70 Total Fees Paid: Date Paid: 01/26/2007�'Q Paid By: SERENITY HOMES Pay Method: Check 1040 Received By: GLB C $102.70 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 PERMIT NO. BP061549 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/03/2006 APN: 064-050-036-000 the Business and Professions Code, and my license is in full force and effect. License Class: �. �i 7 License Number: dS$ceQ Site Address: 14562 ASHVILLE DR MAG Date_S—a-S contractor• , Map Index: Description: NEW MH, PERM FND, NEW SITE (1232) 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: DUFFERT R STEPHEN & CAROL A 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 1913 N 3RD ST 7000) of Division 3 of the Business and Professions Code) or that he or CONCORD, CA she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the 94519-2501 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: JAEGER CONSTRUCTION such work himself or herself or through his or her own employees, SERENITY HOMES provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 2490 BRUCE ROAD year of completion, the owner -builder will have the burden of CHICO, CA 95928 proving that he or she did not build or improve for the purpose of sale.). 530-566-9480 ❑ 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 Con tracor: JA t EGER CONSTRUCTION JA pursuant to the Contractors' State License Law.). BOX 1300 ❑ 1 am Exempt under Article 3 of the Business and Professions Code YUBA CITY, CA 95992530-673-3885 Date: owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License M 268056 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: RICHELIEU, JEFFREY MARTIN the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Total Square Ft: 1232 S.F. Policy#:_ ❑ I certify that in the performance of the work for which this permit is Valuation: $80,080.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers')t r (1� compensation provisions of Section 3700 of the Labor Code, I shall y "( forthwith comply with those provisions. 5Sr V, qm —3"' �� Date: O � `�� `OG Applicant: ry LS $ lb1a7Co 4117 WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of j compensation, damages as provided for in Section 3706 of the Labor J� code, interest, and attorney's fees. �V _, CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutj n to do work indicated ab ov for which fees have been paid. /I l/ Cl 1, Name: _ �r O By: Date: `� IIIUUU Address: PERMIT E CPIRES ON: '0 Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Bu County to enter upon the above mentioned property for inspection p r oses. Print Name: lra� iJ Signatur • IF Date: ❑ Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor B. C. Building Permit 01-16-04 pg 1 t BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES; 1 . iBUILDING PERMIT APPLICATION 1 !AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A 11 E_ aI'ILL BE REQUIRED AT TIME OF APPLICATION ' "PLEASE PRINT CLEARLY" � 9c 1`l1 cnrprp I i ,.OWNER Last Name l' r IFIrst Name S r Addressnc City Cj_State i Zip .Phone Fax I E-mail APPLICANT SIGNATURE I For office use only":' - t Ii I CONTRACTOR Name Name { Yrt I C2 j Address ' State t City c Phone- State Zip. Phone 9 Fax E-mail Lic. # ' Class APPLICANT SIGNATURE I For office use only":' - t Ii I ARCHITECT/ENGINEER Name i Address Yrt I C2 j City .Occ. State t Zip Phone- Page Fax I E-mail i ! State License Number APPLICANT SIGNATURE I For office use only":' - t Ii I APPLICANT NAME: Name q i Address Yrt I C2 j City r dA .Occ. State I j s Zip Phone Page Fax j E-mail i ! APPLICANT SIGNATURE I For office use only":' - t Ii I Zoning _ Flood Zone SRA Yes No. .Occ. Type Const. Subdivision Name Map Book . Page Lot # Planner Dale Ap,roved: I 4C' 02:>— K-1 ( PIERMIT N10. BP0 5� BIN # LOCATION AP# 06,1 ,� 0, G Property Address,1 ` 1 Cily -G Cross Street j t r i WORKER'S COMPENSATION Policy Number O S/ Carrier „J e II hiring anyone other than license contractors, a certificate of worker's compensation must be shown: at the time of permit issuance. LENDING AGENCY Name i Address 1 -Description or Scope of Work: I. Sq. Footage ❑ Structure Builtwith out Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application: In order to renew action on an application after expiration, ta new application, plans and fee will be reauired. 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 Received by:� �6 . Amount: I Receipt #:A q q Bldg SRA Sheriff SMIP �l� N Other I I Date l.l� OVER FOR SUBMITTAL Ml=UUIKtMt.N I 42y _Total KAFORMS\BUILDING FORMS\BldgApplSi bRgl ts.doc Page 1 of 2 4 I REV 7-27-04 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 1 OWNER: Do F yl ASSESSOR PARCEL NUMBER 0(0q —o7t 1 clacjG Proposed Building Use: wew Rpm W. rle'm Permit Technician: , 6. Date: Itenfs required in order o apply for a permit All boxes MUST be checked OR marked NA in order to apply. 1. Site plan , 3 r 4 sets, signed by the preparer of the plans. El .2. Complete p ans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 11' 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 rganual, including marriage Ijne info, (C) Floor Plan, (D) Tie down o s r dplans, 11 in du li e. -zlV ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calks 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 11XW 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other R alningAiwns needed to issue the permit (May require additional plan review upon receipt of the following items.) W.Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable:2:1zas�/�p'(�' ❑16. Fire Sprinklers ............................................................................................ ❑ 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 1 FOCity Erosion Control Plan Required........................................................................ Fees as shown on the attached Schedule of Fees Due Sheet .............................. 0 of Chico Plumbing permit........................................................................ ❑ 21 Site plan and business license approval from th�kfi of Biggs .................. t2)Planning Califomia Department of Forest plan approval paid. Sent by: K approval for (A) Use: (B) Parking: (C) Parcel Check: ...... V...... li- 0 D(o ❑ 24.`Contact Land Development about _Improvements, _Drainage ......................../ 25. F're Marshall Review (commercial projects only). Sent by: ...................... LPDES Form............................................................................................. Encroachment Permit for driveway from the Public Works Dept ........................... O 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) ..................... a ❑ etter of Signature authorization.................................................................... .,...` . Recorded copy,of Agricultural Acknowledgment Statement ................................. 3 0 Ra„ ❑ Existing violations and/or expired permits......................................................... ❑ 34. De �testriction.......................................................•................................. \X❑ 35. egal description, M.H. Title, title search, registration or MCO ......................... N 36.Other.6 ❑ 37. Other. When issued Telephone Jr�t�O� -I��� Inn and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant \ � n ^ Date: 1. Index perrriWapplication for the above items numbered: Plan Check Letter 2. Additional rte r uired Contractor, d, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ co nter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, own e a advised of the above data by„p phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: .6 2rr GV Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: J dr1, 1. Yellow: Building Division BUTTE COUNTY DEPAI7TMENT 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 DUFFERT APN No: 064-050-036 Permit Type: IIAIOdlSubtype:451n App Date: 6/27/2006 Permit No: BP 06-1549 Permit Desc: New �(Id, h(Qitir Sj}� 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION Plan Check portion of Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 (State Responsibility Area) Building Inspection $109.98 NON-REFUNDABLE portion of fees due at application $549.90 $219.96 $329.94 Balance of Building Permit Fee 0 $95.00 $204.98 $109.98 $314.96 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $424.94 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $3,676.67 $329.94 RECEIPT DATE Tech/Asst 6/27/06 Kourtni 4 5 6• 7 7a 8 Balance of Building Permit Fees (from No. 1 above) SMTP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: =S - KtSIUtN I IAL' I Per Dwelling Per Dwelling After 04/15/06 1 x I SFD ,> MFD ,c MH 3238.72 5648.44 2422.68 8486.40 County4249.11 RECEIPT DATE Tech/Asst 3183.54 1 770 Butte Creek $7,997 Chico Urban Area 1 6146.231 4538.82 773 Big Chico Creek $6,776 EI Medio Fire District 1 3249.971 2385.76 $100.00 North Chico Specific Plan A SR -1, SR -3, SR-1/PD �c R-1 0 8801.091 8897.09 7395.04 7491.04 'L° R-2 8390.09 R-3 7604.09 6984.04 6198.04 Processing Fee is automatically added to impact fee total 1 9 WATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# MH 3238.72 5648.44 2422.68 8486.40 DRAINAGE FEES* RECEIPT DATE Tech/Asst 8582.40 770 Butte Creek $7,997 771 Comanche Creek $8,341 8075.40 772 Little Chico Creek $9,088 773 Big Chico Creek $6,776 7289.40 775 SUDAD Ditch $7,211 RECEIPT DATE Tech/Asst $100.00 More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW $3,338.72 g- • 06 R $200.00 PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 10 10a 11 11a DRAINAGE FEES* RECEIPT DATE Tech/Asst 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 More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW THERMALITO DRAINAGE AREA $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid Temporary Dwelling $136 At time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* Paradise High 093 - )6�vep 1_ Conk Q 12a RECREATION DISTRICT FEES* I Paradise -�- 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. a�-"[fl Applica Date:-a����� Pursuant to Govikiinnent code Section 66 ereby notified 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 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 041506 BVTTE COUNTY SCHOOLS IMPACT,FEE CERTIFICATION FORM IRA 03-0)q (One form per Building) School District �Q 1 1.�� IS 1 l�lI �I�� Building Depa ent No.. 5 A.P. Number ryA4 - �. Jurisdiction: 0 City County t� 4 Property Owner Property Location/Address Q 'Subdivision J Lot No. ........................................................................................ Residential Development Q Q ' Sq. Footage 1232 - No 232No of Living. Mobile Home Addition/ . 'Supplemental to (Group. R) Units Installation Conversion Permit # `• *(No foundation inspection) '•. ................................................................. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial ' 0 / New Addition r No. School District certifies that e0 Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) (City) (State) has complied with the requirements of Resolution No. �o7 3 square feet. . tic Representative Paid by Check # ; Remarks: (Zip Code) Alp // by payment of $ 'C�6 3j� y� rULB2926L MITIGATION $ Date i IVofta: You may protest the Imposition of the fess Identified above by submitting a w tten protest.to the Dtsfrlc% In compliance with Government Code Section 66020(a), whhin 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from.challenging the Imposition of the fees In any court action. If. subsequent to the School District Representative signing Oft Butts County Schools Impact Fee Certlllation Foran, the School Disold Is nodfled by the applicable Local Planning Agency that this Project is being re" undei the CalHornla Emrkonnental GuaNty Act (CE(W, this project maybe subject to additional school fees to fully midgets Its Irnv F on the school dhlt Ws sehoels. teefw m.tds (3M5)<Ir = BUTTE COUNTY (DEVELOPMENT FEE CERTIFICATION FORM ❑ FEATHEWRIV.ER RECREATION AND PARK DISTRICT (FRRPD) ❑CXCO AREA RECREATION AND PARK DISTRICT (CARD) _ � PARADISE RECREATION AND°PARK DISTRICT (P.RPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) y Assessor Parcel Number (s) - Building Perm.1t Number 0 Property Owner (s) DW1 Project Location /Address Assessable Sq. Ftge Subdivision Name� „ Type of Residential Development (check one) New Development Single Family -Detached /Alteration/Addition(s) Non -Residential to Residential Mobile home Mobile home replacement Demo Permit (date issued ) Comments: Y L- Single Family -Attached Multi -Family Dwelling verified by Assessor Department verified by Building Department 0 FRRPD ❑ CARD XPRPD ❑ DRPD certifies that: Applicant N e ?hone Number Mailing Address City tate Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. i q 9 by Payment of: Dwelling Units @ $ per unit for a total of $ a 3� O Square Feet @ $ per sq foot for a total of $ Remarks: Paid by Cl eck No: ���� Paid by Cash: Receipt No: Butte County Department of -Development Services° urrF° 7 County Center Drive �V`= ° Oroville, CA 95965 (530) 538-7601 Telephone ° ° (530) 538-7785 Facsimile 00U141 ]BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit 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 acknowledge: - I need to submit applications for septic andlor well to Butte County Environmental Health immediately. e -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 o 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: rr 1--s Building site address: P',.y. �L_(R4 APK C &Q-06c0".W `) Permit No.: I have .read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: ci SIGNATURE OF APPLICANT DATE •"ys2� i ±''Yq•' X. U� A�Uc vVOF�s Depart iment :of Public Works C o u n t y o f B u t t e LAND DEVELOPMENT DIVISION J. Michael Crump, Director Storm Water Management Progrzm 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAA 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction. Storm Water Permit and Storm Water Pollution Prevention Pian (SWPPP) Acknowledgement [LESS THAN 1 ACR JE . F�nol Project Description:ine Project Location andlor Parcel Number: — — By signinproject owner/owner'agent, certify that this project WILL NOT DISTURB g below, I, the proj s 1 acre or more of land and that L 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 a Regional Water Quality Control Board for a project Storm Water Permit from the State of Californi 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: �' �7 �TM tSTr Department ent ®f Public ®.rks 0 0 0 C o' u n t y o f '$ u t t e O C o 7 County Center Drive Oroville, CA 95965 \O `1Cy0 J. Michael Crump, Director (530)538-7681 O 1) ti` (FAX) 538-7171 Avetic NN - Shawn H. O'Brien, Assistant Director Assessors Parcel Number: 06 V-0 -�0 -036 Building permit # LAO 1 �— Owners Name: DIX 7rtt r Owners Mailing Address: % % % 3 L'Cn-► �.n rte/ , /�.>4, �l � �/ `� ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: 6Z 0 7 –7 ENCROACHMENT PERMIT EXEMPTION: Reason for exemption: , Not a County maintained road F] Existing driveway conforms to County S-31 standard [] Other Approved by Printed Name Title Date CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT 1. An existing home with a driveway 10 years or older and doesn't cause any problems with the•county road or drainage. 2. An existing home with only minor remodeling or repairs. From: 530 566 9482 Page: 3/3 �a AND WHEN RECOUED MAIL To: BUTTE COUMV 13UJLDING AIVXSION 7 COUNTY CENTER DRIVE OROYII,LE, CA, 95965 Date: 6/15/20ff& f3:3g fNbocument. Recorded 13 -Jul -2006 2006-0035926 Has not been compared with original BUTTE COUNTY COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLFD(;MENT FOR RESiDEN1'LAL DEVELOPMENT Section 268 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 mittedd to cultiited to herbicides, including, but not limited pesticides, and fertilizers; and from the pursuit of agricultural operations tvation, plowing, spraying, pruning, and harvesting which occasionally . Butte County has established agricultural purposes and residents within saidzonesand o smoke, noise, and odorn adjacent property should be prepared to accept such inconvenience or discomfort from normal, recess farm operations. �, All that zeal. property situate in the County of Butte, State of California, described as follows: County of ' Oil J �u :' --- before roe personally appeared' r 1- �� 1 �� ersonally known to me (or proved to me on the basis of satisfactory evidence) to be the persons) whose unni, s}�4/are subscribed t4 the within instrument and acknpWledged to the that he4*0/tbey executed the sAme' ie -bb ber/their authorized capacity(6), and that by hk4w/their siguature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand aad official seal, Signature Seal; SHELBY . SOLAW Com mtesion V 1061Jt A -P. # - _ 3 / }� . -� Notary fuble . CaWoMft Cv Contm Cosa Cou* M V Cantu. Eq*6$ osc 18. zoos r /13/06 13:14 FAX BTEC OROVILLE I I EXHIBIT A THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: [a 005 Order No. 00204176-003 ALL THAT CERTAIN REAL PROPERTV- SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS. FOLLOWS: PARCEL I: i LOT 42, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT N0.12 WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 13,1971, IN BOOK 38 OF MAPS, AT PAGES 24, 25, 26 AND 27. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND TI•IAt NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. AP NO. 064-050-036 PARCEL II: A NON-EXCLUSIVE EASEMENT OVER ,OTS A AND B (THE COMMON AREA) OF SAID PARADISE PINES UNIT NO. 12, WHICH "MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 13,19710 IN BOOK 38 OF MAPS, AT PAGES 24, 25, 2d AND 27, AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AND DESCRIBED IN TIME DECLARATIONS OF ANNEXATION FOR UNITS -4,6,8,10,111):12,13 AND 14. Received Time Mar,13. 2006 12;12PM. No.1030 " COUNTY OF BUTTE ,,..._ _ • .; - • BUILDING DIVISION DEPARTMENT OP DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE PERMIT 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. cr Date t?- - U1-7- Inspector REV 4/05 Phone # �3 �- FOR RE -INSPECTION CALL: 538-7636'OR 891-2834 Jan.30. 2001 12:51PM SERENITY HOMES No -4669 P. 1 TD�N� STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY NUMBER: 91 DEPARTMENT OF HOUSING ANO COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS f� At MANUFACTURED HOUSING PROGRAM +. •` MANUFACTURER CERTIFICATE OF ORIGIN ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. rbANUFACTUREp HOME OR MUITt-UNIT MANUFACTURFj� H0� Ug)N� NUMBER OF 2 tom) SFO (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED MOUSING TRANSPORTABLE SECTIONS _ COMMERCIAL COACH: OCCUPANCY GROUP FUQUA HOMES, INC. 20495 MURRAY ROAD BEND Sln6ec CI MANUF/1CTUNER TRADE NAME: MODEL NAME AN STAR POINTE NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): •. ' SERENITY HOMES DEALER OR TRANSFEREE ADDRESS: 2490 BRUCE ROAD SECTION (1$) I 2 TRANSPORTER PO BOX 94900 MANUFACTURER SERUIL.NUMBER TRANSPORTER ADDRESS: 26882 SOUTH BALLAND RD DESTINATION FOR UNIT{EED ABOVE: CHICO GE FINANCE PALATINE c. HCO INSIGNIA OR HUD LABEL NUMBER Road Mester ALBANY CHICO CA 95928 z+ IL 60094-4900 LENGTH OR CA WEIGHT 97073 166" mdw Weily of PO4w wxtw ow tm o of oro Slefe of C•lMvmle that f le.00wPnO apnea.08/24/06. kiN� DESCHUTES OREGON Esec.4ad en r { : (city) (County) SIGNATURE OF AUTHORIZED ADE NT: 018T1tIBUTlON: ORIGINA` (PING) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P COPY 7 (YELLOyy) .O. BOX 1028 SACRAMENTO. CA 95812-1826. WITHIN FIVE 15) DAYS OF RELEASE. DELIVER TO THE TRATRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GDLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483.0 - SIde 1 - (7/97) 90157 ORSUGGESTED RETAIL PF 97701 $12 249.00 , hate) (Zip) VUMBER: TE OF MANUFACTUR 4493 08/24/06 IF. DEALER NUMBER OR NSFERI<Anoa: OA F TRANSFER: 08/24/06 ' CHICO GE FINANCE PALATINE c. HCO INSIGNIA OR HUD LABEL NUMBER Road Mester ALBANY CHICO CA 95928 z+ IL 60094-4900 LENGTH OR CA WEIGHT 97073 166" mdw Weily of PO4w wxtw ow tm o of oro Slefe of C•lMvmle that f le.00wPnO apnea.08/24/06. kiN� DESCHUTES OREGON Esec.4ad en r { : (city) (County) SIGNATURE OF AUTHORIZED ADE NT: 018T1tIBUTlON: ORIGINA` (PING) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P COPY 7 (YELLOyy) .O. BOX 1028 SACRAMENTO. CA 95812-1826. WITHIN FIVE 15) DAYS OF RELEASE. DELIVER TO THE TRATRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GDLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483.0 - SIde 1 - (7/97) 03/13/06 13:14 FAX BTEC OROVILLE RECORDING REQUESTED BY Bidwell Title & Escrow Company AND WHEN RECORDED MAIL TO Name R. Stephen Duffer[ street 1913 North Third Street Addrtl! city_sl.fe Concord, CA 94519 Zip Ordrr Nd 00204176.003 la 004 2���—�b05211t1S� 1 Recorded Official Records CoCEUBUTTEOf CANDA.1. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 27-5ep-2130i' Parcel No. 064-050-036 GRANT DIVED THIS FORM FURNISHED BY BIDW ELL TrrLE & ESCROW COMPANY L. REC FEE 10.0 TAX 16.51 Barbara Page 1 of 2 The Undersigned Grantors) DCelare(s) Documentary Transfer Tax is $16.50 ❑ Cityrrown of 0 cornputcd on full value of interest or property conveyed, or 0 Unincorporated Area of Magalia, California O full valtic less valtto of liens or encumbrances remaining at the time of 80,10 Monument Fee of $10.00 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Arlie J. Garrick, a married man as his sole and separate property, and Judy D. Garrick, spouse hereby GRANT(s) to . R. Stephen Duffert and Carols( A. Duffert, Husband and Wife as Joint Tenants the following real property in the ❑ City of IZ Unincorporated Area of Magalia County of Butte, Statc of California:, SEE EXHIBIT A ATTACHED HERETO AND MADE -A PART HEREOF Dated: September 23 2002 (lug -I Arto ). Garrick STATE OF CALIIF/F�O"�RNIA - COUNTY OF SS: On � .'�'rf_ 2�� , before me, the undersigned, a Notary Public in and for said ounty and State, personally appeared **Arlie J. Garrick and Judy D. Garrick Personally known to me (or proved to me on the basis -of satisfactory evidence) to be the person(s) whose names) Jts a subscribed to the within instrument and acknowledge bztf/d(i�exeeuted the same in luw/lam �t� ahorized capacity(iec), and that by h_/hkr/ ei �,me',thax ignarure(sl on the instrument the person(s), or the entity upon behalf of which the person(a) acted, executed the instrument. WITNESS my hand and official seal. signatur DIANA DRAKFE Commission S 1299790 rf %my NotaryPub(lo—C2rifOmlaRiverside Coi ntpi i Comm. Expires A r 5, 2005 w ReCe i VMAIL IiAAS�MAIr_wsr.T2006- 12„ 12PN�bNo:1030 aTECGGramdre 03/13/06 13:14 FAX . r BTEC OROVJLLE I I 1 EXHIBIT A THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: 0 005 Order No. 00204176-003 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL I: LOT 42, AS SHOWN ON THAT CERTAIN MAP ENTITLE% "PARADISE PINES UNIT N0.12", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 13, X971, IN BOOK 38 OF MAPS, AT PAGES 249 25, 26 AND 27. EXCEPTING THEREFROM ALL MINEI -ALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION TRAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. AP NO, 064-050-036, PARCEL II: i A NON—EXCLUSIVE EASEMENT OVER LOTS A AND B (THE COMMON AREA) OF SAID PARADISE PINES UNIT NO. 12, WHICH "MAP WAS RECORDED IN THE OFFICE OF TIME RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 13,1971, IN BOOK 38 OF MAPS, AT PAGES 24,25,26", AND 27, AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS ANA DESCRIBED IN THE DECLARATIONS OF ANNEXATION FOR UNITS 4, 6,8,10,11,:12,13 AND 14. Received Time Mar.13. 2006 12:12PM No.1030' RECORDING REQUESTED BY: AND WHEN RECORDED MAIL. TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965. 1 COPY of Document Recorded 30 -Jan -2007 2007-0005058 Has not been compared vith original BUTTE COUNTY COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBLLEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 1.8551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. STEPHEN R. AND CAROL A. DUFFERT BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 1913 N. 3RD. ST. 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS CONCORD 'CONTRA COSTA CA 94519 OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE ZIP 14562 ASHEVILLE DR. 06-1549 530) 538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT BUILDING PERMIT NO. ELEPHONE NUMBER MAGALIABUTTE CA 95954 �G�� 01/30/2007 CITY COUNTY STATE ZIP SIGNATME OF LOCAL AGENCY OFFICIAL DATE SAME NONE UNIT OWNER (if also property owner, write "SAME" DEALER NAME (if not a dealer, write "NONE") SAME NONE MAILING ADDRESS DEALER LICENSE NO. SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION FUQUA HOMES, INC. 2006 4493 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 20345AM 53'4" X 25'8" ORE488265/6 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION: SEE ATTACHED ASSESSOR'S PARCEL NUMBER: 064-050-036 1 HCD FORM 433(A) REV 8/91 WHITE— County Recorder CANARY — HCD PINK—Applicant GOLDENROD— Building Dept. wj/ /06, 19:14 FAX BTEC OROVILLE @J 005 ni Order No. 00204176-003 . 1 I EXHIBIT A THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CER'T'AIN REAP, PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBEWAS FOLLOWS: i PARCEL I: ; i LOT 42, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 12", WHICH MAP WAS RECORDED IN TRE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON -MAY 13, X971, IN BOOK 38 OF MAPS, AT PAGES 24, 25, 26 AND 27. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAI NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. AP NO. 064-050-036 PARCEL II: A NON—EXCLUSIVE EASEMENT OVER LOTS A AND B (THE COMMON AREA) OF SAID PARADISE PINES UNIT NO. 12, WHICH'MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 13,1971, IN BOOK 38 OF MAPS, AT PAGES 24, 25, 24 AND 27, AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AND DESCRIBED IN THE DECLARATIONS OF ANNEXATION FOR UNITS 4,6,8,10,11,:12,13 AND 14. Received Time Mar: 13. 2006 12:12PM. No. 1030 FOUNDATION SYSTEM - CERTIFICATE OF OCCUPANCY BUILDING PERMIT NUMBER: 06-1549 Address or location of unit: 14562 ASHEVILLE DR MAGALIA CA 95954 Legal Description of Real Property: 064-050-036 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: STEPHEN R. AND CAROL A. DUFFERT Owner's address: 1913 N. 3RD. ST. CONCORD CA 94519 INSIGNIA OR HUD NUMBER: ORE488265/6 SERIAL NUMBER OR V.I.N.: 20345A/B MANUFACTURER'S NAME: FUQUA HOMES, INC. YEAR: 2006 OFFICIAL APPROVING INSTALLATION: _ DATE: 1/30/2007 PHONE: (530) 538-7541 H.C.D. 513 064-050-036 06-1694 ! DUFFERT, STEVE I , UTTt•+ NOTES; VIS - ASHERVILLE RD, MAGALIA : o ` �2 /� -Cont: SERENITY HOMES I'� Cr GARAGE & SHOP RF-blutry fiAL APN: Permit No. Owner. Site Address: Contractor. Type of Permit: a, f 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 FEFER-. To ANO (P 6(o-ISg9 DATE JOB FINALE D SIGNATURE: •=OK 0 = Not OK MANUFACTURED HOMES MISCELLANEOUS - DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec LOctn-DIrncs-Grad 'Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap • Nat ❑ or LPO Inch Sz Ft Lngth 7 Blckng; SzSpecing-Marriage Line6 a Gas; MH Test -Demand Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Cimcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -CIO to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation 14 Exits 15 Cert of Occupancy 16 HUD LabeUlnsignia Numbers Serial Numbers - ` .—DATE ID E C S'C O V E R S'C A R P O R T S'G A R A G E S AZ 3wffigSethacks-Easernents Altgs; SoilsSz-0pthSpacing-Spacing 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-CnnctrsShthg. Frmg-Brcng 5 Alum Awn; Columns-DnnctnsSplice-Decal-Enclsrs C orts; Wndws-Doors - -o rv%,ZWeqfr1c -'1-o n& n9: Sills-AnchrsStuds-Rftrs Trusses m ailing-veneerStuccaLath W-R'Sof; Shthg-Roofing f eps-Doors-Landings raced Wall pnis _ �k-D DATE JPOOLS 777771 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men-Uning 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec.Enclsrs; Conduit Entries -Terminals -listed 7 Elec Bonding; Metal w/5'-Crc tng Egp-Htr S Elec Gmdng; Eqp w/5' Crcltng Eqp-Pool Ightg Boxg-Encisrs-pnlboards-lnsuitn to Main Conduit 9 Health Dept App&I 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche , 12 Endsr, Fencing -Alarms 13 Bonding, Diving board or Slide - Pool Drawing 0 = Not OK RESIDENTIAL (Single &.Duplex) DATE JUNDERFLOOR T DATE PLUMBING si" Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Gmd Ftp Dpth 3 Ftg Garage; Soils-Steel-Elec Gmd Ftg Dpth 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Main; Steel-Blockouts Wrapped 6 Stemwalis Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frple Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12_ Elec Undrgrnd 13 Plenums it Ducts; Clrnc-MaterialSupport4nsultn 14 GirdersSlits-Anchr Bolts-Joists-Vnts-Cripples 15 Ace & Vntltn 16 Insulation o'er DATE FRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders 8 fir Nailing 20 Draft Stop In Walls (rat proof) • 21 Fire Stops,'Furred CeilingsStairs-Chasers-Tubs 22 Headers & BeamsS &- Bearing 23 Hangers-Posf'Caps-Anchrs-Cnnctns 24 Ceiling Joist -R& Ties-Puriin-Roof Brac-TrussShthg 25 Frpie Ties or Type A Flue=Frplc Throat Clmc 26 Attic Acc; Sz &�RriL Pita .4raft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctri Framing -RC Channel 29 Prprty Line Firewall & Opngs' 30 Ext Doors One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng Attic Vnts4 tr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Ace 35 Glazing Area -Glass PrtctnSkyLts-Plastic . 36 Shear Walls; Nailing -Bolts 37 Brace IntiExt Wall pnls 38 1 nsultn-Walls-Ceilings 39 Infiltration -W alis -W ndws DATE JELECTRICAL 40 Fxtr & Trnsfrmr Cirnc4ns Prtctn 41 Elec Rcptcis Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Gmd made up w/Mech Fstnrs 45 Gmdng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz P ❑ CU or ❑ AL AC Wire Sz ya ❑ CU or DAL 48 Range Clic ya 0 CU or ❑ AL Oven Circ ya ❑ CU or ❑ AL Insulated Neutral ❑Yes ❑No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clmcs pnls-Motors-Mech Eqp 51 Clothes Closet LtShwr Lt -Spa Lt 52 Smoke Detector 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr. Nail Prtctn 56 Shwr Pan; Test, First fir -Tub Ace 57 Test Tub '& Shwr, 2nd fir - Tub Ace 58 Gas Pipe; Sz & Anchrs ' 59 Fire Sprinkler; Test 60 Yard Gas.Piping UArt I MECHANICAL 61 AC Ducts Insultn & Support " 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Ace & Pltfrm if Furnace In attic 09 01� dr dam, 00 FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cimc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Meth Prtctn 69 Bedroom Exiting 70 GFI .& Bath Fxtrs & Tub Ace -Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clrnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc;.Gmd Air -Gap -Cooking Clmc 77 Elec Outlets & Rcptcis ai Ktchn Counter 78 Garage Fire Door; Swing -Landing -Closure 79 AC Duct In Garage -Damper. 80 Wtr Htr, Vnts-CimcCom Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3' drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcis in Garage (GF) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth 86 Clmc Drnge Planters ❑ Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-PImb 89 Vnts abv Roof, PImb-Appinc-Frplc-Cimc to Opngs 90 Wtr Well, Dscnnct, Elec, PImb 91 Ext Elec Trim, GFI Rcptcl-Undrgmd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Ihspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvi 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler �'�''�'. �^'`. .. «...-1 �:L..�n.l=-�f «�a1ai b- �r1-'i:-.'t-�..y.:�--L... �...t:7/-C....�-^s'+. �. .... __�--ti�-�.r-r...r�'-�-�•te COUNTY OF BUTTE ; BUILDING DIVISION DEPARTMENT OF DEVELOPI ENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 41 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 ri explanation please contact the Building Inspector as indicated below. " <t A Gt ( Gv-2 ►91 6C,4-5 PY f 11 U-7PV_/jAg ( i�c L(Alr. k e a .Fi Yy Date � � vv � """� Inspector " " ` y REV 4/05 Phone # y�K�I�2.� ' FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 J_ :- BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 PERMIT NO. BP061694 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 1 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: 08/03/2006 APN: 064-050-036-000 the Business and Professions Code, and my license is in full force and effect. License Class : Clg1 T License Number: AsTc6,?, Site Address: 14562 ASHVILLE DR MAG Date:4^S__'011�n Contractor-,.140Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: GARAGE 1008 SQ.FT. 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: DUFFERT R STEPHEN & CAROL A 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 1913 N 3RD ST 7000) of Division 3 of the Business and Professions Code) or that he or CONCORD, CA she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the 94519-2501 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: JAEGER CONSTRUCTION such work himself or herself or through his or her own employees, PO BOX 1300 provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one YUBA CITY, CA year of completion, the owner -builder will have the burden of 95992 proving that he or she did not build or improve for the purpose of sale.). 530-673-3885 ❑ 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 tracor: EGER CONSTRUCTION JA Con t JA pursuant to the Contractors' State License Law.). BOX 1300 ❑ 1 am Exempt under Article 3 of the Business and Professions Code YUBA CITY, CA 95992530-673-3885 Date: owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: License M 268056 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: 11 Carrier:-�41aiLL?_:! [O7 rc,e i��,✓)O Policy#: Un -C, Total Square Ft: 1008 S.F. ❑ 1 certify that in the performance of the work for which this permit is Valuation: $24,192.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall q0.93 forthwith comply with those provisions.^/ Date: ���� �✓Zo 7- ' ©� Applicant:_ / ) WARNING: Failure to secure workers' compensation coverage is T 31 unlawful, and shall subject an employer to criminal penalties and one 11 s hundred thousand dollars ($100,000), in addition to the cost ofi�5lQJiS compensation, damages as provided for In Section 3706 of the Labor code, interest, and attorney's fees. f CONSTRUCTION LENDING AGENCY- `— This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resol to s to do work Indic ted above for which fees have been paid. Performance of the work for which this permit is issued (Sec 3097 Civ.) r /�( Name: By Date: 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. O Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge It is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives Lu Butte County to enter upon the above mentioned property for inspectio urposes. �7 / Print Name: �yln 1 Signatur Date: ❑ Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor B. C. Building Permit 01-16-04 pg 1 October 23, 2006` Serenity Homes 2490 Bruce Road Chico; CA 95928 Re: Garage plan revision to Detail 6 on sheet G 1 Owner: Duffert Location: Asherville Road, Magaha,- CA To Whom It May Concern: Based on this letter it is okay to omit the Edge Nail (E.N.) from the roof sheathing into the frieze block shown on detail 6 on sheet G 1 for the Duffert garage plan. Please contact me if you have any questions at 892-1100. Sincerelai*�� ti Jeff Richelie Streamline Engineering E F Nn giq /�l A n"�eQFq`1 of 23�Co �t • P 1 fl age o • 60 INDEPENDENCE CIRCLE, SUITE 201 • CHICO, CALIFORNIA 95973 • PHONE: (530) 892-1100 • FAX: (530) 892-1115 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT, SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 PERMIT NO. BP061694 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: 08/03/2006 APN: 064-050-036-000 the Business and Professions Code, and my license is in full force and effect. License Class : C'9_1 License Number: �$7�` Site Address: 14562 ASHVILLE DR MAG Dater Contractor ,'i r? Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: GARAGE 1008 SQ.FT. 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: DUFFERT R STEPHEN &CAROL A 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 1913 N 3RD ST 7000) of Division 3 of the Business and Professions Code) or that he or CONCORD, CA she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the 94519-2501 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: JAEGER CONSTRUCTION such work himself or herself or through his or her own employees, PO BOX 1300 provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one YUBA CITY, CA year of completion, the owner -builder will have the burden of 95992 proving that he or she did not build or improve for the purpose of sale.). 530-673-3885 ❑ 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: JAEGER CONSTRUCTION pursuant to the Contractors' State License Law.). PO BOX 1300 ❑ I am Exempt under Article 3 of the Business and Professions Code YUBA CITY, CA 95992530-673-3885 Date: owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 'will License #: 268056 C31 have and maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: 11 Carrier:�Wc,4-2.�bmex-mrc2 F fl d Policy#: Total Square Ft: 1008 S.F. ❑ I certify that in the performance of the work for which this permit is Valuation: $24,192.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall p l.� forthwith comply with those provisions. Date: 7-���� *q%(201 13 0 Co Applicant:1� r WARNING: Failure to secure workers' compensation coverage is 311 unlawful, and shall subject an employer to criminal penalties and one�� . hundred thousand dollars ($100,000), in addition to the cost of 6 ' 1S 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 County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolio s to do work Indic ted above for which fees have been paid. Name: By Date: �l / PERMIT EXPIRES ON: D O Da te Address: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representativesof Butte County to enter upon the above mentioned property for inspectio urposes. Print Name: JET /fly 1 Signatur Date: ❑ Owner ❑ Contractor ❑ Agent for Owner /Agent for Contractor B. C. Building Permit 01-16-04 pg 1 A 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 '67 **PLEASE PRINT CLEARLY** OWNER Last Name Lr irst Name G ' Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X rr For office use only: CONTRACTOR Name m 1 , l Address o City ; a State G Zip Phone 56 � Fax S g� E-mail Planner Lic. # C ss APPLICANT SIGNATURE X rr For office use only: ARCHITECT/ENGINEER Name c J m 1 , l Address 6 City No State Zip Phone 9 L4 Fax E-mail Planner State License Number APPLICANT SIGNATURE X rr For office use only: APPLICANT NAME ame � ol'rY G Address 6 Cit _ No State Zip is Phone 9 L4 Fax -6G q E-mail Planner APPLICANT SIGNATURE X rr For office use only: Zoning Prrop@rty Address ��,, Flood Zone Cross Street Coy - SRA es No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc 14, PERMIT �/ 1 j6 !"7 ((�_ l BIN # LOCATION AP#Q� — O 33 Prrop@rty Address ��,, City i Cross Street Coy - WORKER'S COMPENSATION Policy Number a -/a- 0000 Carrier r U "CL'o��j If hiring anyone o1hei 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: ?o b 44'X Z4' G r0I Q_ a Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be Page 1 of 2 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: Amount: q0 Bldg W5@A ! RA Receipt #: `� �% Sheriff SMIP Other Date:., Total REV 2-24-05 S' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 ,..y PERMIT APPLICATION DATA SHEET o6--1e9ll OWNER: U ASSESSOR PARCEL NUMBER Proposed Building Use: l Permit Technician: 1f ' Date: Items required in order to appl ,,for a permit. All boxes MUST be checked OR marked NA in order to apply. Z 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. .] 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxesl r ❑ 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. i ❑ 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 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 POroville, 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 ........................................... ❑ J&`Erosion Control Plan Required........................................................................ 9Wees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ E21. Site plan and business license approval from the Ciy!0 Biggs .............................. 22. California Department of Forestry plan approval 1Epaid. Sent by: ............. 23. Planning approval for (A) Use:Q� (B) Parking: (C) Parcel Check: ..V... / 0 ❑ 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) ..................... ❑ 31. Letter of Signature authorization.................................................... 3 Recorded copy of Agricultural Acknowledgment Statement ........%........ 3. 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 ��D�' `'/moi" O(J' u�Y6 T'Y��//.� and hold for pickup. have been informedof the above items and requirements for obtaining a building permit. i Applicant or ) (�_b_t'N/a \� Date:'(, 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, 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: Contractor, designer, ywrier, was advised of the ab ve data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: g?,,iieto/ -Date: K. 3 Structural reviewed by: Date: Structural approved by:Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 . F . Plot Plan Attached Uq ON FFloor Plan Attached Sent to BD/DS v . Building Division = Development'Services J \i fROM: Environmental Health -SUBJECT: Sanitation Clearance /.�u. e,�7 ,✓� rfe vie- �r �Q,t' . DCo4/ 0 3� Owner Location AP# Plan Approved for: Sewage Disposal: ✓ Water Supply: Public ✓ Private Well Clearance for ✓ dwelling. Other i3�"�S �o�-�->� •D c.i.v Hold final for: 1 E.HE.H. U�EON�y Plot Plan Attached . - Floor Plan Attad*ed Sent to BD/DS TO: Building Division = Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance 1&-p4ex,7- 940 Owner Location AP# Plan Approved for: Sewage Disposal: ✓ Water Supply: Public ✓ Private Well Clearance for ✓ dwelling. ,Other 4cc��e-- L/.yR u.J - i - 1111.y Hold final for: Final clearince O.K. for: NOTE: Building Clearance 9/2005 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 DUFFERT, STEVE APN No: 064-050-036 Permit Type: Subtype: App Date: 7/13/2006 Permit No: BP 06-1694 Permit Desc: 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $714.87 Plan Check portion of Permit Fee $285.95 $428.92 Balance of Building Permit Fee 2 FEMA Res Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 $95.00 (State Responsibility Area) Building Inspection $109.98 $109.98 1 - $204.98 NUN -REFUNDABLE portion of fees due at application $380.95 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $490.93 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $431.34 $428.92 4 51(05� , OG $2.42 !413r()qj RECEIPT DATE Tech/Asst 456201 7/13/06 Tammie 4 Balance of Building Permit Fees (from No. 1 above) 5 SMTP* - Strong Motion Instrumentation Program (Enter amount from permit system) 6 Additional Plan Check Fees (NON-REFUNDABLE) 7 Other*: 7a Other*: 8 IMPACT FEES - RESIDENTIAL* Per Dwelling Per Dwelling Per Dwelling Ariplications After 04/15/06 MFD I - MH County 4249.11 3183. Chico Urban Area 6146.23 4538. EI Medio Fire District 3249.97 2385. North Chico Specific Plan RECEIPT DATE Tech/Asst SR -1, SR -3, SR-1/PD 1 8801.091 7395. coo R-1 8897.09 7491. ° R-2 I RAQn nqI RQAA R-3 1 7604.091 6198.04 Processing Fee is automatically added to impact fee total 0 9 WATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# DRAINAGE FEES* 10 CHICO STORM DRAINAGE 1 1770 Butte Creek PLAN New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 771 Comanche Creek 772 Little Chico Creek 773 Big Chico Creek 774 Lindo Channel 775 SUDAD Ditch 776 Mud -Sycamore Creek 777 PV Ditch 3238. 5648. 2422. 8486.40 8582.40 8075.40 7289.40 RECEIPT DATE Tech/Asst $100.00 $200.00 � $8,267 $7,211 $6,275 RECEIPT DATE Tech/Asst $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 1 $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 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* 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. (�:)Avrr Applicant: Date: / / �-V6 Pursuant to Goverrillilient code ection 66020, you are hereby notified 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 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 041506 I= V/G/N/rY ANAP smeer 4 r-- -� 1 9 I 1 I L Or Q /O. 4/0 4C. A/4r!/.?4L 4?E4 33 -2 7 LEGEND SET NAIL AND TIN ............................. :::.....o SET BACK LINE_'91Benv .... .......... ..... ...... ro •.mi<•..1 PUBLIC UTILITY EASEMENT IP.D. E. 1.........--'-`- ro' ae- DRAINAGE EASEMENT ID. E. 1 .. ... .. ... .. .. .. ---`- q'O.E�> RECREATIONAL EASEMENT (R.E.) .... SET CENTERLINE MONUMENT .................... SET TX S IRON PIPE 'TAGGED R.C.E. 9033......../, FOUND P40NUMENT AS SHOWN.....................A, FOUND 2' IRON PIPE TAGGED R.C.E. 9033............. ALL LOT CORNERS NOT INDICATED BY THE ABOVE SYMS LS TO BE MARKED 9Y 3/4•IRON PIN WITH TAG R.C.E. 9033 ASIS OF SEARING THE CALIFORNIA COORDINATE SYSTEM ZONE 2 ESTABLISHED FRD` TRIANGULATION STATION SAWMILL 1X•2,124,255.90, Y.791 ,64q,9B) TO TRIANGULATION STATION BALD MOUNTAIN (X•2.145.390.63. Y. 832.948. d2I OEARI NO N 2Z' 23' 29•E I J /P iePVit' �", X; VV - P,, P� AS SHOWN ON THAT AMENCCO RECORD OF SURVEY FILED IN I $HEFT /NLiEK bb• % 6 F BOOK 33 PAGES 95,%,97,98 AND 99 BUTTE COUNTY RECORDS. DISTANCES r ✓ .� •Q/ I P.U.E. °°d of __ SHOWN HEREON ARE GRID DISTANCES: MULTIPLY BY o0 .. Ate, 1.000113R TO OBTAIN GROUND DISTANCES. 79 ` o'F� e o a �• i 4 +�1 y._ p. y0 N t° /64 ei a• i i o., o. w %",der° d 74 t �%'F�-a- -. ��c.aa• Y y yy r• ir' i `, \` Off. •� m �I`�a ' meq:. %� ~�+ gf/A J`'/l ` ,�`, /rot �• H e i 37 �' 1p i-�- :ii.sJ \�F�'tlebj ", °.d° Bo°o �bm ~•+/6/ 3`x,\ tlr+E eo'0° - Lll 10tH[ del s /39./66 /60 �8 `a+° °� JyE / ,� m e ors 77. oeo i< � 9. F o� ? h ' � ivnf•f ' v J9 u3. n 6.0 s_It c. �°�'�Wi' -�m'`.'- �S P eeiQn a \ 8���6�_''�s4wem34_�:o-°�;`,,. �"`s�'�Qa-i�4' \ Jw./ /y/1F' `-w. /��<".4 p�,.s• _ oe'�''� ''q- y�9T'/�Ce.;o +� $yrQo-d'° ° c'°ee4 aytii�'_°�•-���- y `�°-° °moo •}.r � O LOTS o/e d5;1051 76 7- 7/V 8 a°' 77 a a-• /23 �° _ S ' d' 36 � '^so �, i .�,,. 1tr 1 may. p• 90 t ^ / t Opp ,� : I U - q - ° �A�`� e� F8•ct?- ;884 71� oyb,, „ �i°a���. �`�, t'00° /rle°6i. ;, /ZQ •,B.P°••soda: y//4 �``"'\/:� . — 9,r 7,9 u r 89�/!�- 69 / bBY `""' "'4�_ 9' k:� y /26 ao _�/i2 g.'� ISE a,i p• •/-^ 79°A02 _E �•� ud. ,d 32 v� '�.. '�:. �•%- oo `tea yy; _ t� 1 ' x'93 10 '"� S 'rw.a- q 8 „4- ny ' B8 � `• X8.1 P - � � glF .r'I '' ✓ Z Q' �'= p obi° Ft•47 ° 69 $y/ /k ., t • , �,. a,_ �5' r!G sa6' uYq . i d ,,/SS f era 1 ?' ,Ao' - =. %07 •e' �� •46 ' ,' 67 '� '`R swr .• a$- a '' �° _�av�"r .�._ �� � N , _ ®w � ly / Q�-�d ° 3� c• ` ry B/ d; 1,vsrra•..w 41 mon• A �� M/09 s°� of _ ^"� �_ y 'il °/ .'*aa .T,tl-.'i✓o« r 1 .:.� ��- nti Y�It `! " t°9° t'4'7 �It(., e.i° I � ,,l s^v `, T t3�> Z Blns•.s •.r -n%1 '.�g��a->:9• Y 4 '-�� �;.d", °° , ,. /., , �« APo� j` ��_ yt ,. 1> \ �\ F4a / •.Fso auE/vE .r .m• �i)/.r�R � l �-�. 9�pSC g°6 , ,4N ,.py: SUBDIVISION NO.27 PARADISE PINES UNIT N0. 12 PTN. SEC. 23 T,23 N., R.3 E., M.D.M. p ��O BUTTE COUNTY , CALIFORNIA 2\��� 5aj BEE 5Vrer A/O, 3 SCALE' I"=100 APRIL , 1971 MURRAY B MCCORMICK INC. ���•o s CIVIL ENGINEERS - LAND SURVEYORS \y 1912 F S, SACRAMENTO , CALIFORNIA SHEET a OF 4 SNEETS Z�I 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 r-7(7 ?*PLEASE PRINT CLEARLY** OWNER Last Name Lr �C First Name ' 33fe 00- e, CQDQ Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X N n For office use only: CONTRACTOR Name INAqv-p wl Address ruAQ 6 CityG ; a State G Zip Phone56 C Fax S M E-mail ) Lic. # c1mcvV'CA C ss K-, 147 APPLICANT SIGNATURE X N n For office use only: ARCHITECT/ENGINEER Name INAqv-p wl Address ruAQ 6 City No State Zip Phone C Fax E-mail ) State License Number APPLICANT SIGNATURE X N n For office use only: APPLICANT NAME ame 'j")01 INAqv-p wl Address ruAQ 6 CitC"o No State Zip Phone 6(p C Fax GG q E-mail Planner APPLICANT SIGNATURE X N n For office use only: Zoning Property Address Rol Flood Zone Cross Street SRA es No Occ. Type Const. - Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT 1�0`G BIN # LOCATION AP#O� Property Address Rol City M3 i Cross Street WORKER'S COMPENSATION Policy Number a - o0o a Carrier Aton v -� If hiring anyone'olheithan 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: ,1 Sq. Footage O Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon.'written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: �I rE (,I . q,�l Receipt #: �Y50m/ Sheriff C",,S (72 SMIP I I�� Other ther Total Page 1 of 2 REV 2-24-05 r ,-j .Ar -_•;%.I Y�Q T V. AUC WOF�s Department C r -i 11 n t J. Michael Crump, Director M of Public o f B iA t t 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 Systern (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement jLESS THAN 1 ACRE Project Description: To „Q Project Location and/or Parcel Number: (1iC�Li— Cj ��—' O V BYsigning below, I, the project ownerlowner'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 andlor 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: �s¢ mar 0"+YC4C Date: SITE PLAN REVIEW APPLICATION Date: �U r}�y'� AP# Permit Number (if applicable) Q -1 /0(%in Number APPLICANT INFORMATION Parcel Size: I -C a C ���� ,`�• Owners Name: Owners Address: Telephone No.: Site Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remod1 . Mobile (L Home C (j (D - -1 q� ; Residential Accessory 4—A.q, ❑ Permanent Second Dwelling ✓ ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer. ' ❑ Multi -family -� Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other - R Septic ❑ Agricultural Exempt Building ❑ Other:. Brief Explanation/Issue: • Zone: GP: u4i ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approve ❑ Co ditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved j By Date / (► 1 ��j 1 2006 •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: N— — Applicable Building Setbacks: General Plan: tbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 2006 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front r, Side f Side Street Rear Ste. Height Waterway N/A N/A N/A tbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 2006 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 fubdivision Map/Parcel Map: Map Date of Recording: 1, Lot: �. Book: Page: 3 2006 , �4 -4o -, �e . I I T +4GAS E WTMRAGE \ I / r _---- � Ip BE 3 OPT_ C 1 1 Y 12 M BE C CONSTR I FUQUA HOMES ?14-L la .&H�WC gAi w:::: BATH 2 \_ CARPET �.� I I I i I LIVING ROOM w g COX,". I I 1 , I I 1 , 1 $Y'i0.`J 1 r. t- 9r�d� 1 S�w1�7 OPT. CR PORcn P AM to . ARCH AB rn / UTIL' DINING 7'-10' ■ 9'-10' Fax:1-541-382-3066 Jun 15 2006 01:10pm P003/004 I , PORCH a PORCH WALL I WALL I � I M 1 N Received Time Jun, 15, 2006 2:07PM No. 2084 I I I I I I �I o I I 1 I 1 LAN 4493DCFP P� W/ CRAFTSMAN OPT. PORCH 1232 SQ. Fr. PLAN 4493DBCP6 W/6-12 PITCH OPT. PORCH 1290 SQ. FT. PLAN 4493DBCP4 W/4-12 PITCH OPT. PORCH 1307 SQ. FT. I, -, �e . ORa +4GAS E WTMRAGE O r _---- � Ii I - OPT_ C I ARAGE I� i M BE C CONSTR I 4 STFE II I CTION j1 j I� I QQ r6 11 1 I 3pk3o e;1j. WIa GAR m QI i5 1 0_ 4% rn ! 0. Qm•� 1 i� STONE RIDGEw� J PLAN 4493D - 1232 SQ. FT. I , PORCH a PORCH WALL I WALL I � I M 1 N Received Time Jun, 15, 2006 2:07PM No. 2084 I I I I I I �I o I I 1 I 1 LAN 4493DCFP P� W/ CRAFTSMAN OPT. PORCH 1232 SQ. Fr. PLAN 4493DBCP6 W/6-12 PITCH OPT. PORCH 1290 SQ. FT. PLAN 4493DBCP4 W/4-12 PITCH OPT. PORCH 1307 SQ. FT. I, esign Truss Takeoff. Design & Sales sistance Monte. Call - 193 Camellia Dr -Paradise, CA 95969 (510) 817-4112 Office (530) 8114112 FAX TRUSS ENGINEERING. Duffert Garage 7 0 BUI,®Lj,NG j\jj j0N ji,,ROVE® Truswal,Systems (800) 322-4045, i ` R . Duffert Garage 7 0 BUI,®Lj,NG j\jj j0N ji,,ROVE® Truswal,Systems (800) 322-4045, i ` r DUFFERT GARAGE I..4. Al.tmn• -Qwnt IFFFRT TC 2x6 DFL #1 BC 2x4 DFL #1 GBL BLK 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Gable verticals are 2x 4 web material spaced at 16.0 " o.c. unless noted otherwise. Top chord supports 24.0 " of uniform load at 40 psf live load and 11 psf dead load. Additional design considerations may be required if sheathing is attached. 1+1 Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 63"intervals. Bracing is a result of wind load applied to member .(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs in the truss plane and creating shear wall action to resist diaphragm loads. Truss ID: Al Plating spec : ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Permanent bracing is required (by others) to prevent rotation/toppling. See BCSI 1-03 and ANSUTPI 1. PLATING BASED ON GREEN LUMBER VALUES. 11-" 11-" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 6.0 5.6 00--1 This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 40.00 ft Mean roof height = 23.02 ft, mph = 80 UBC Standard Occupancy, Dead Load = 12.6 psf -LOAD CASE #1 DESIGN LOADS Dir L.Plf L.Loc R.Pif R.Loc LLITL TC Vert 122.00-1-0-0 122.00 0-0.0 0.20 TC Vert 204.00 0-0-0 267.00 11.0-0 0.72 TC Vert 267.00 11-0-0 204.00 22.0-0 0.70 TC Vert 122.00 22- 0- 0 122.00 23- 0.0 0.20 BC Vert 20.00 0- 0.0 20.00 22- 0- 0 0.00 --= Joint Locations =-- 1 0-0-0 18 0-0-0 2 2.8-0 19 2-8-0 3 4-0-0 20 4-0-0 4 5-4-0 21 5.4-0 5 6-8-0 22 6-8-0 6 8-0-0 23 8-0-0 7 9-4-0 24 9-4-0 8 10-3-0 25 10-3-0 9 11-0-0 26 11-9-0 10 11-9-0 27 13-4-0 11 13.4-028 14-5-14 12 14-8- 029 16-0-0 13 16- 0- 0 30 17-4-0 14 17-4-0 31 18-8-0 15 18- 8- 0 32 20-0.0 16 20-0.0 33 22-0-0 17 22-0-0 1.511 1.0.4 t.U-. -- .._ . 1.a-. 22-0-0 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 TYPICAL PLATE: 2.4 • OVER CONTINUOUS SUPPORT by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. All plates are 20 gauge Truswal Connectors unless preceded WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Chk: ABCD Dsgnr' ABCD • and done in accordance with the current to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads ' DESIGN are utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Live 40.00 psf ASSISTANCE is laterally braced by the roof or floor sheathing and the Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 11.00 psf _ noted. that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf environment and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Troswal software', Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METAL BC Dead 10.00 psf _ 793 Camellia Dr., Paradise CA 95969 'ANSIrrPI 1','WTCA r. Wood Truss Council of America PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, is located at I 1 I 119th Street, NW, Ste 800, Washington, DC 20036. TOTAL 61.00 psf Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) 7/12/2006 Scale: 3116" = V WO:SHDUFFERT DurFacs L=1.15 P=1.15 Rep Mbr Bnd 1.00 O.C.Spacing 2-0-0 Design Spec UBC -97 Seqn T6.4.24 - 0 i "Al�mn•-gwnt]FFERT v BRG X -LOC REACT SIZE REQ'D TC 2x6 DFL #1 1 0- 1-12 1524 3.50• 1.62• BC 20 DFL #1 2 21-10- 4 1524 3.50° 1.62° WEB 2x4 DFL STANDARD BRG REQUIREMENTS shown are based oNubbaded for 10 PSF non -concurrent BCLL. on the truss material at each bearing TC FORCE AXL BND CSI 1-2 -2234 0.02 0.16 0.20 2-3 -1949 0.02 0.21 0.23 3-4 -1949 0.02 0.21 0.23 4-5 -2234 0.02 0.18 0.20 BC FORCE AXL BND CSI 6-7 1892 0.31 0.18 0.49 7-8 1273 0.21 0.14 0.34 8-9 1892 0.31 0.16 0.49 WEB FORCE CSI NEB FORCE CSI 2-7 -493 0.11 3-8 658 0.29 3-7 658 0.29 4-8 -493 0.11 6-0-6 3.t =0-6-8 Truss ID: A2 Plating Spec: ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. PLATING BASED ON GREEN LUMBER VALUES. t 11-0-0 11-0-0 1 2 3 4 5 F6.00 6A0 7-R 17 1.0, 1 22-0-0 6 7 8 9 urwg: UPLIFT REACTION(S) : Support 1 -36 Ib Support 2 -36 lb This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category = B Bldg Length= 90.00 ft, Bldg Width= 40.00 ft Mean roof height = 23.02 It, mph = 80 UBC Standard Occupancy, Dead Load = 12.6 psf MAX DEFLECTION (span) : U999 IN MEM 7.8 (LIVE) L= -0.09" D= -0.05" T= -0.14" ---_= Joint Locations 1 0-0-0 6 0.0-0 2 5-9-2 7 7-6-2 3 11-0-0 6 14-5-14 4 16-2-14 9 22-0-0 5 22-0-0 6-6-2 SHIP 1?pFESSlO I0.6-6 e 7 y .6%30/08 +�C CMS" q� 0 CNMI All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job:.EJ. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk: ABCD ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr' ABCD are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord TC Live 40.00 psf DESIGN is laterally braced by the roof or Boor sheathing and the bottom chord is laterally braced by arigid sheathing material directly attached, unless otherwise TCDead' P d' 11.00 sf ASSISTANCE noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf _ and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software', BC Dead 10.00 psf 'ANSUTPI I,, wrCA F- Wood Truss Council of America Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METAL 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIS-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at I I I 119th Street, NW, Ste 800, Washington, DC 20036. TOTAL 61.00 psf 7/12/2006 Scale: 3116" = 1' WO:SHDUFFERT DurFacs L=1.15 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.4.24 -. 0 r Job Name: SHDUFFERT TC 2x6 DFL #1 BC 2x4 DFL #1 GBL BLK 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. PLATING BASED ON GREEN LUMBER VALUES. Truss ID: A3 Plating spec : ANSUTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Gable verticals are 2x 4 web material spaced at 16.0 " o.c. unless noted otherwise. Top chord supports 24.0 " of uniform load at 40 psf live load and 11 psi dead load. Additional design considerations may be required if sheathing is attached. [♦[ indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 63"intervals. Bracing is a result of wind load applied to member.(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs In the truss plane and creating shear wall action to resist diaphragm loads. 1 11-0-0 11-041 1 2 3 4 5 6 7 89 10 11 12 13 14 15 16 17 F6.00 s� 5-6 This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 40.00 ft Mean roof height = 23.02 ft, mph = 80 UBC Standard Occupancy, Dead Load = 12.6 psf ,.aw —. _ --- 1.5-4 1.5-4 .1.5-41.5-4 5.6 18 19 20 21 22 23 24 25 ' 26 27 28 29 30 31 32 33 6-0-8 SHIP t-4 JO -6-8 TYPICAL PLATE: 2-4 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Eng. Job: EJ. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk: ABCD and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr- ABCD are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord TC Live 40.00 psf DESIGN is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Dead 11.00 psf ASSISTANCE noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any . ® - environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software, BC Dead 10.00 psf 'ANSI/TPI P,'WTCA I' - Wood Truss Council of America Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METAL 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, s. Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at I I 1 119th Street, NW, Ste 800, Washington, DC 20036. TOTAL 61.00 psf Joint Locations 1 0-0-0 18 0-0-0 2 2-8-0 19 2.8-0 3 4-0-0 20 4-0-0 4 5-4-0 21 5.4-0 5 6.8-0 22 6.8.0 6 8-0-0 23 B-0-0 7 9-4-0 24 9-4-0 8 10-8-0 25 10-8-0 9 11-0-0 2612-0-0 10 12.0-0 27 13-4-0 11 13- 4.0 28 14-5-14 12 14-8-0 29 16-0-0 13 16-0-0 30 17-4-0 14 17.4 0 31 18-8-0 15 18-8-0 32 20-0-0 16 20-0-0 33 22-0-0 17 22-0-0 P H � 4 9 010 P &C 7/12/2006 Scale: 7132" = 1' WO: SHDUFFERT DurFacs L=1.15 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.4.24 - 0 VARIES MATCH t COM. TRUSS STANDARD GABLE END DETAIL 12 A' A LEDGER GUR "Rwo 0c mo w RCVUIRr,. SPAN TO MATCH COMMON TRUSS 8d ® 6" O.C. 2'• MAX EAVE W/ NO.2 OR BTR 4x2 OUTLOOKERS @ 32" O.C., DO NOT OVER SCUT TOP CORD @ OUTLOOKER NOTCHES. SIMPSON A34 OR EQUIVALENT STRONGBACK LEDGER GABLE END SIMPSON A34 OR , EQUIVALENT 2x CONTINOUS BACKING W/ 16d'S © 24" O.C. MIN. GABLE TRUSS TO BACKING & BACKING TO TOP PLATE. NOTES: 7-1 nA TVD MINIMUM GRADE CORDS AND STUDS PER TRUSS DESIGN. 4-10d NAILS MIN. PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2X4 BLOCK 2X4 STUD OR BTR SPACED 5'-0" O.C. SHALL BE ,PROVIDED AT EACH END OF BRACE. CONNECT AT END W/ 4-10d NAILS. MAX LENGTH IS 7'-0" STANDARD TRUSSES SPACED @ 24" O.C. DETAIL ��S �CIVI1. � OF CA1 \ 1 1). 2X4 NO.2 OR BTR FOR LEDGER AND STRONGBACK NAILED TOGETHER W/ 10d NAILS @ 6" O.C. 2). 2X4 LEDGER NAILED TO EACH STUD WITH 3-10d NAILS. 3). 2X4 STRONGBACK TO BE. CONNECTED TO EACH VERT. STUD W/ 2-10d TOE NAILS. 4). THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131 "DIAX3.0"LG) THIS DETAIL IS APPLICABLE TO -STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1). THE HORIZONTAL TIE MEMBER AT THE VERT -OPENING SHALL BE BRACED O 4'-0" MAX FOR 80 MPH EXP. C WIND LOADING & 5'-,0". FOR 70 MPH EXP. C LOADING 2). MAX MEAN ROOF HEIGHT IS 30'. 3). MAX ROOF LIVE LOAD TO BE 40 POUNDS PER SQUARE FOOT. 4). PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. TRU SWAL SYSTEMS 4445 NORTHPARK .DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX(719) 598-8483 C.0.01003160 114/0.1 Users of Truswal engineering: The TrusPlusTm engineering software will correctly design the location requirements for -permanent continuous :lateral bracing (CLB) on members for which it is required to' reduce buckling length. Sealed engineering drawings from Truswal will show the ,required number and approximate locations of braces for each member needing bracing. - - In general, this bracing is ,done by using Truswal Systems Brace=ltTM or. a 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to' the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1.. A 1x or 2x structurally graded "T" brace may be nailed flat to the edge of the member with .10d common or box nails at 6" o.c. if only one brace is required, or may be nailed to both edges of the .member if two braces are required. The "T" brace must extend a minimum of 90% of the member's length. .2. A scab. (add-on) of the same size and structural grade as the member may be nailed to one face of. the member with 10d common or box nails at S" o.c: if only one brace is required, or may be nailed.to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3. 'Any member requiring more than two braces must use perpendicular bracing or a combination. of scabs and. "T" braces, or any other, approved method, as. specified:. and approved by the building designer. 1. 11 EXAMPLES 2. 90% L 90% L Please contact a Truswal engineer if there are any questions. IN c:%m wHlc a\wl nword%br ac a -n ew.l e l California Department of Forestry and Fire Protection Butte County Fire Department Fire Safe Requirements Permit# <-) 6 - - 1 6 ? _I Under authority of Public Resources Code Section 4290, the following checked items are required by CDFButte County Fire Department and made part of this permit � These requirements are minimums 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 [X] (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 Turnarounds [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 and 30 feet long with a minimum 25 foot taper on each end. Revised 02/28/06 C IC F Is E Q U I R E M E N T S 1273.07 Roadwav 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) Grate 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 fisted 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 tame Practical Effect for Buildings less then 30 feet from property line: 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 [XJ 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. . JUL 1.9 2006 Date Revised 02/28/06 Darren Read Fire Protection Planning 3 s ' PROJECT: LOCATION: OWNER: a Streamline Engineering & Building Design STRUCTURAL CALCULATIONS New Garage Asherville Road, Magalia, CA Steve and Carol Duffert JOB NUMBER: 326' DATE: 06/29/06 LOADING CRITERIA BASED ON THE 2001 CALIFORNIA BUILDING CODE: QRpFE�SlO,y� C 90 m �1 Is, �F OF\F%� SEISMIC ZONE: 3 WIND SPEED: 75 mph EXPOSURE: B (Method 2 used u.o.n.) SOIL BEARING: 1506 psf (per CBC Table 18-1-A) ARE SPECIAL INSPECTIONS REQUIRED FOR ELEMENTS DESIGNED .IN THESE CALCULATIONS ? No NOTES: 1. Streamline Engineering is not responsible for the these calculations unless this cover sheet is. . stamped by Jeff Richelieu and wet signed with Red or Blue ink. 2. Any structural or non-structural items that are not specifically addressed in the following calculations are designed by others and are not the responsibility of Streamline Engineering. 3... has reviewed the trusses submitted by For this project. The purpose of the review is to insure that the truss designer used the proper gravity and lateral loading for the design of the trusses. The truss designer shall bear the. entire responsibility for the design and bracing of the individual trusses. Truss to truss connections are also designed by the truss designer. Page 1 of 'j 60 Independence Circle, Ste. 201 • Chico, CA 95973 • (530) 892-1100 • ,_ �92-1115 �6 — o 0 �,.Apa . 3 • 06 4,zt GENERAL NOTES: 1. The Engineer is only responsible for the structural items as noted in the following calculations. If changes are made to the design as detailed in these calculations without written approval from the Engineer, then the Engineer assumes no responsibility for the structure or any elements of the structure. 2. The Engineer is not responsible for any water proofing of any elements of the structure. The owner / contractor shall insure that all elements required to be waterproof are adequately detailed and constructed to be so. This includes but is not limited to roofs, deck ledgers, and retaining walls. 3. These calculations are based on a completed structure. The Engineer is not responsible for any elements that are not fully constructed or are not constructed according to the plans and details. 4. Building sites are assumed to be drained and free of expansive soil These calculations assume undisturbed, stable soils, and level stepped footings. Any other conditions must be brought to the attention of the Engineer. 5. All footings shall bear on undisturbed soil with a footing depth below the frost line per local requirements. 60 Independence Circle, Ste. 201 • Chico, CA 95973 0 (530) 892-1100 0 . Fax: 892-1115 Streamline BY: JMR ' Engineering & 6/29/2006 Building Design JOB NO: 326 PG. 2 PARTIAL LATERAL AND GRAVITY DESIGN FOR GARAGE GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.5 PSF 1/2" OSB OR PLYWOOD 1.5 PSF, FRAMING 3.0 PSF R-38 INSULATION (OPTIONAL) 2.5 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 0.3 PSF DEAD LOAD 14.0 PSF LIVE LOAD 40.0 PSF TOTAL LOAD 54.0 PSF LATERAL LOADS: SEISMIC: 2.5*.36=W = 0.200 W (For light framed shearwalls) 4.5 Where R = 4.5 For wood structural panels Soil Profile = Sd For stiff soil profile Ca = 0.36 Per CBC Table 16-0 r=1 E = r' V' W = 0.200 W (per CBC Eq. 30-1) Net Seismic Force = 0.200 W / 1.4 = 0.143 W WIND: Exposure = B METHOD 2 Wind Speed = 75 MPH Cq = 1.3 a qs = 14.5. PSF DESIGN PRESSURE Ce 0-15' = 0.62 Cq'gs*Ce = 0.0117 KSF 15' - 20' = 0.67 = 0.0126 KSF .20'- 25'= 0.72 = 0.0136 KSF 25'- 30'= 0.76 = 0.0143 KSF 30'- 40'= 0.84 = 0.0158 KSF GENERAL NOTES: 1. The Engineer is only responsible for the structural items as noted in the following calculations. If changes are made to the design as detailed in these calculations without written approval from the Engineer, then the Engineer assumes no responsibility for the structure or any elements of the structure. 2. The Engineer is not responsible for any water proofing of any elements of the structure. The owner / contractor shall insure that all elements required to be waterproof are adequately detailed and constructed to be so. This includes but is not limited to roofs, deck ledgers, and retaining walls. 3. These calculations are based on a completed structure. The Engineer is not responsible for any elements that are not fully constructed or are not constructed according to the plans and details. 4. Building sites are assumed to be drained and free of expansive soil These calculations assume undisturbed, stable soils, and level stepped footings. Any other conditions must be brought to the attention of the Engineer. 5. All footings shall bear on undisturbed soil with a footing depth below the frost line per local requirements. 60 Independence Circle, Ste. 201 • Chico, CA 95973 0 (530) 892-1100 0 . Fax: 892-1115 EI�IGIN E - C BUIL DESIGN y• .t • ♦ t BY: J rl DATE: &I 6�1 JOB NO: 3 ZOO PAGE 5 OF ► U U 1 • 60 INDEPENDENCE CIRCLE, SUITE 201 CHICO, CALIFORNIA 95973 > PHONE: (530) 892-1100 • FAX: (530) 892-1115 EXISTING HOUSE .L SETWEEN ND WINDOW ; 1 FFM DOOR s 11 Gt ' I � I --- II - --------------------------- J i r------ — Gil Gp--1 DE SW GYP. BD. J I FUtEWALLPERCME I 1 Yo II ' 1 1 I I I I \ I I \\ I I I I I { \ I I nl { \ I I • \v �� i I I 1 I I I I I I 1 ' I I Slaedtl-GRADe TO BE a- CONCRETE REl WITH 1 I • { 1 03@ ZC D.C. EACH WAY. OVER r SAND, OVER B Will. 1 1 • I VAPOR BARRIER OVER a- FREE ORAR*JG GRAVEL { I I I I I • I I I I A WiI IPROVIDE SOLID CORE ?3 i RATED D+ s w GYP. BD. / 1 I I q — - — — — — — —a FIREWALL PER CODE GARAGEI I I I / SLA�OMGRADE TO BE a• CONCRETE REINFORCED WOH I I 07424- O.F. EACH WAY, OVER r SAND. OVER B mL 1 Gt VAPOR SAgRIER OVER C FREE DRAPIWG GRAVEL t i. r CO"CRETE SLAB ON GRAS BY: J rl DATE: &I 6�1 JOB NO: 3 ZOO PAGE 5 OF ► U U 1 • 60 INDEPENDENCE CIRCLE, SUITE 201 CHICO, CALIFORNIA 95973 > PHONE: (530) 892-1100 • FAX: (530) 892-1115 ` Streamline Engineering & Building Design Title: Job # 3 Z Dsgnr. Date: 1:58PIRA. 29 JUN 06 Description : P ci. Scope: R s ^^5 U r K N a `ler f o, c r Timber Beam & Joist Page 1 (c)1aE ^• ' Es,�rt.,� Es+n*n -. t r� `t 'ar �, e �C�I:uI bo+t • Description ROOF BEAMS Timber Member Inion -nation Code Ref. 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined ' BM i Bra 2 Timber Section 5.125A2 3.925x12 Beam Width in 5.125 3.125 Beam Depth iri 12.000 12.000 Le: Unbraoed Length ft 2.00 2.00 Timber Grade las Fir, 24F - Douglas Fr, 24F - • v4 v4 Fb - Basic Allow psi 2,400.0 2,400.0 Fv - Basic Allow psi 190.0 190.0 Elastic Modulus ksi 1,800.0 1,800.0 Load Duration Factor 1.000 1.000 Member Type Glut am GluLam Repetitive Status - No - No @ Left End DL LL Max DL+LL @ Right End DL LL Max DL+LL Center DL Deft LIDO Ratio Center LL Deft L/Defl Ratio Center Total DO Location UDefl Ratio ENGIN E G DATE: 6o JOB NO:. 3 Z GUIL. ESIGMN PAGE c OF 5 1 f , FTz Z 1.J A Lu 18 0 o7-7 IGII 5 C, I JZ" ! J 1iF 60 INDEPENDENCE CIRCLE, SUITE 201 CHICO, CALIFORNIA 95973 • PHONE: (530) 892-1100 • FAX: (530) 892-1115 From: 530 566 9482 Page: 3/3 AND WHENRECORDF.A MAIL rp: BUT "M COUN'ry 13UI DING D1VTs1oN 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 Date: 6/15/2006 3:53:36 PM 200&l %35926 Recorded I ACC FEE 10.00 Official Records I County of I CONFORKED COO 1.00 Butte I CAMCE J. 6RUBBS I County Clerk-Recorderl I I JC 03:04PM 13 -Jul -20M I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 ofthe 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 properly 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, abd 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: See�al��o� County of Ott � - � --)00(9 before me, G f-; P" V)6 L personally appeared a . ' -A- ng J �� + ersonaily known to me (or proved to me on the basis of satisfactory evidence) to be the persons) whose aame(s),/are subscribed to the within instrument and acknowledged to me that heishe/tbey executed the same in er/their authorized c:apacity(ies), and that by hider/their sigaaturv(s) on the instrument, the persons) or the entity upon behalf of which the persou(s) acted, executed the instrument. WI'T'NESS my hand and official seal. Signature Seal: SHELBY 1. SOLAP � /' Commisslon # 16361 1 A -y_ #— ` - !� 3 . •i Notary Pub#c . CAWOMIC Contra Costo County MV Com. of 18, 21106 "81— S L 03/13/06 13:14 FAX BTEC OROVILLE I EXHIBIT A THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: @1005 Order No. 00204176-003 -ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS! PARCEL I: LOT 42, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT No. 1225, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 13, X971, IN BOOK 38 OF MAPS, AT PAGES 24, 25, 26 AND 27, EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE, DONE TO THE SURFACE OF SAID LAND. AP NO. 064-050-036 PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A AND B (THE COMMON AREA) OF SAID PARADISE PINES UNIT NO. 12, WHICH'MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFOORNIA, ON MAY 1351971, IN BOOK 38 OF MAPS, AT PAGES 24, 25, 24, AND 27, AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS ANA DESCRIBED IN THE DECLARATIONS OF ANNEXATION FOR UNITS 4, 6,8,10,11,:12,13 AND 14. Received Time Mar, 13. 2006 12:12PM No. 1030 �► California Department of-Forestr' and Fire Protection ..Butte County Fire, Department Fire Safe Requirements Permit# <06 - i 5'4 2� I D 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 minimums 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 Soace 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 j information will be provided. 1 1273.10 Driveways [X] (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [XI (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 E 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 j T turnarounds. U 1273.03 Roadway Grades T [X] The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 1 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius R [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. [XJ (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 [XJ 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 -17' shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts N [X] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. T Revised 02/28/06 t 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) Gate 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 2 Same Practical Effect for Buildings less then 30 feet from Property line: N 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 [X] 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 pari 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. JU<- 0 6.2006 . Date Darren Read Fire Protection Planning Revised 02/28/06 3 �� ADJACENT PARCELS Zoning::. o SIZE (AC):. o :General Plan Desig: ZONING: ob.N�-� ° Slze, Acres :.. GEN PLAN: 4.00- USES: H t ADJACENT PARCELS Zoning::. o SIZE (AC):. o :General Plan Desig: ZONING: ob.N�-� ° Slze, Acres :.. GEN PLAN: 4.00- USES: REVIEWF''° iY r : Fire Protection P!. A of6c COF, utte C ,Fire is aP ov. c: mpliance o� conditions op A, sheet Signature Date REVIEWED BY a Fire Protection Planning officer CDF, Butte County Fire his project is approved with.compliance of conditions on attached sheet. �ture Date F , This project is required to meet the same practical effect guidelines . outlined in the attached PRC4290 Requirements. v r r FOR OFFICE USE .1ONLY PROVIDE FORALL Assessor's Parcel Number: 0 ©�. 0 .0 :- Q Q © Scale 1 o Fp - .. ADJACENT PARCELS. Owner Name �rte_ 1aveCr0 1 � fzFe �7 o: o Zoning:. SIZE (AC): Address /Phone. No. _ A o General Plan Desig: k . ZONING: Size Acres GEN PLAN: Site Location . s ,�.�.� il�. RJ t'`g �,Y C?- Cg �g'.: v.N�-� :. USES: -+ConUct:-Name o. ' 4.00- . J ajar y ,AAS PPROVED' utte County jnmental Health 0 -o Date L Sig ature Assessor's Parcel Number. 0 ©� : Q Q _� '- .0 0 6: O gv r tFo . � Scaler Owner Name: ,Steve_ q,C(Dfr)1 Address L Phone. No. _ A O Site Location fJ - - PIC=��ac�)vN�� +C-NamerPhone . ;, ;!�'. FOR OFFICE USE ONLY PROVIDE FORALL ADJACENT PARCELS. .Zoning::. SIZE (AC): ....:General, Plan Desig: " ZONING: Size, Acres GEN PLAN: a.00- USES:*.. r PPROVED' utte County jnmental Health 0 -o Date L Sig ature Assessor's Parcel Number. 0 ©� : Q Q _� '- .0 0 6: O gv r tFo . � Scaler Owner Name: ,Steve_ q,C(Dfr)1 Address L Phone. No. _ A O Site Location fJ - - PIC=��ac�)vN�� +C-NamerPhone . ;, ;!�'. FOR OFFICE USE ONLY PROVIDE FORALL ADJACENT PARCELS. .Zoning::. SIZE (AC): ....:General, Plan Desig: " ZONING: Size, Acres GEN PLAN: a.00- USES:*.. :. JUL ,1: 3 .j.'w%p7. _.�,gNING DIVISION - BUILDING PLAN APPROVAL DRIVE - . 7 COUNTY CENTER ,Use: Date: P ` Parking: Landscaping: . Other 4 owta4wI1'1 ��. Signature: �t } • 0 r 10. Assessor's Parcel Number: Sc21e: 1 15 , , _ Owner Name: o: o Address! Phone. No..' o. A o v' ;.. 'o Site Location.:. sr/,•I/fi- f?cj I lcng q. •Coniact .'Name F.OR OFFICE USE: ONLY PROVIDE FORAL� ADJACENT•PARCELS. .Zoning:.. • . •. y : SIZE (AC): :General Plan Desig: ZONING: Size, Acres ....GEN PLAN: 4.00•' . .,USES:'.. N', F.OR OFFICE USE: ONLY PROVIDE FORAL� ADJACENT•PARCELS. .Zoning:.. • . •. y : SIZE (AC): :General Plan Desig: ZONING: Size, Acres ....GEN PLAN: 4.00•' . .,USES:'.. IN EXISTING HOUSE 2 3 MA WINDOW LEGEND XO - HORIZONTAL SLIDER TEMP - TEMPERED DOOR LEGEND GD -GARAGE DOOR SC - SELF-CLOSING ............. ................. ......... ......... .. .................. o.. ...... ........... ......................... .. **''** ..... ............. ............................. ..*.'.'-*.*-'.*EXISTIN HOUSE%%%%%%% II I .............................. ........ ..................... .......... .......... POSITION WALL BETWEEN ........ ................. ................ DOOR AND WINDOW 6:12 DORMER MIN 32" FROM DOOR OVERFRAMINGSEE DETAIL 5/Gl'..*..*.*.-'..*-*.*.*.*.'.*.*.*- ................ .... ........ ....................................... ............... ............................... . .... ....................................................... c*o ........... ............... ................................. ... CD ...... ....................................................... o• .................... ................................... ...... co. . . . ...'.'.'..'.'.........'.'.'...'.'...'..'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'... .�__........ .............. ... _j I qll -- - — - — - — - — — - — - — - — - — -- 4X12 DF#1 HEADER - — - — - — - — - — — - — - — - — - — - DBL. TRIMMER - — - — - — - — - — — - — -- — - — - — - Nclj o 3-1/8" x 12" GIL 24F -V4 7 o: �_ 77 11.- — II it - — - — - — - — - — — - — - — - — - — - II DBL. TRIMMER - — - - — - — - — - SECT 1 !1 — - — - — - SECT 1 G2 G2 H- - - - - - K6 U) II LU 9 U) N U) - - - - - - - - - - - - - - - - - - 04 0 II GARAGE b z 4X6 POSTLu— . I II CIJ 77 p L) A-0 x WALLS BELOW TYP. 5-1/8" x 12" GIL 24F -V4 - — - — — - — - — - — - ------ - --- II II 4X6 POST ---i II � � � � � � � � II (' i% O 22'-0" ROOFFRAMING PLAN 2 X 4 OUTLOOKERS 32" O.C. TYP. WALLS W/ 2X4 FRAMING @ 16" O.C. TYP. WALLS W/ 2X6 FRAMING @ 16" O.C. TYP. SIDING PER PLAN 2 X 4D.F. *2 STUDS 16" O.C. TYP. 2 X 4 P.T. SILL TYP. 5/8"0 X 10* ANCHOR BOLTS Wl 5/8 B.P. 6'0.C. TYP. W/ 2x2 CUT WASHERS ./ \.• os ''- o #4 REBAR T&B V-6" I. TYPICAL GARAGE FOOTING SCALE: N.T.S. FN3429 4' 2 - 2 X 4 TOP PLATES CONTINUOUS HEADER PER PLAN MINIMUM 3/i" A.P.A. RATED SHEATHING W1 8d (0.113 X 2 3/8) NAILS @ 6" C.C. EDGES AND 12" C.C. FIELD DOUBLE STUDS @ CORNERS MIN. 1/2"0 X 10" ANCHOR BOLTS MIN. 7" EMBEDMENT 2 X 4 P.T. SILL BRACED WALL PANEL 1/4"= V-0" 2- #4 HORIZONTAL W/ 5"EMBED IN SIMPSON EXISfVG HOUSE SET EPDXY FOUNDATION GARAGE Z D FOUNDATION 72 x .7 #4 HORIZONTAL W/ 51' EMBED IN SIMPSON SET EPDXY FOOTING TO FOOTING CONNECTION SCALE: N.T.S. FNN. 3 2'-i" < 4'-0' 2 - 2 X 4 TOP PLATES CONTINUOUS HEADER PER PLAN MINIMUM 3/a" A.P.A. RATED SHEATHING Wl Id (0.113 X 2 3/8) NAILS @ 6" C.C. EDGES AND 12" C.C. FIELD DOUBLE STUDS @ CORNERS MIN. 1/2" 0 X 10" ANCHOR BOLTS MIN. 7" EMBEDMENT PHD2 HOLDOWNS W/ SSTB 20 ANCHOR BOLTS OR EQUIV. 2 X 4 P.T. SILL 1 L i d" MIN " I i" MIN ALTERNATE BRACED WALL PANEL PREPARED BY f offmict" 0IFF". 0-1, �l I loo IN 530-899-2945 530-899-0688 FAX sdg@sierradesigngroup.com COPYRIGHT 2001 SIERRA DESIGN GROUP ALL RIGHTS RESERVED. NO PARTS MAY BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF SIERRA DESIGN GROUP. PREPARED FOR SERENITY HOMES 2490 BRUCE RD., CHICO, CA 95928 PHONE (530) 566-9480 FAX (530) W,-9482 ENGINEERED BY A 4 - Ii Lit E N C31 N F rJ47firNIG BOLD, DESIGN STIREAMLINE'@NGINEERING PHONE: COMMERCIAL 60 INDEPENDENCE CIRCLE (530)892-1100 RESIDENTIAL V'r FAX: STRUCTURAL Gl CHICO, CALIFORNIA 95973 (530)892-1115 ENERGY ADA COMPLIANCE ENGINEER STAMP _j Z u V s(nz 3 0 z LL 6 a c: cl < M7 fl LL U c Ll 6c OF 10 PROJECT INFORMATION 430 Gl DUFFERT GARAGE STEVE & CAROL DUFFERT ASHERVILLE RD. MAGALIA, CA. 95954 LIVE ROOF LOAD 40 PSF DEAD ROOF LOAD 10 PSF APN 064-050-036 DRAWING NOTES/REVISIONS 1/4' 1 '-0' POSITION WALL BETWEEN EXISTING RAFTERS OR TRUSSE 1 1 II II 2'0.. 2X6 DF*2 RAFTERS @ Z-0- O.C. DOOR AND WINDOW SIMPSON A-35 N li II 1' ii it ii ii 11 u JACK TO VALLEY PLT. MIN 32" FROM DOOR 2X6 VALLEY PLT. W/3-16D'S N 41 ii INTO EACH EXISTING RAFTER OR TRUSS 7' TO EXISTING TRUSS OR RAFTER so 'jG 1 WALL 2X4 FRAMING (REQUIRED LOCATIONS) - - - CD m L=8' -O" I - - - - - - - - - - - - - - - @16" OC I - /11 ----- - - - - - RAFTER PER PLAN 7/ SIMPSON A -35F CONNECT STRUT TO JACK RAFTER / zz / I LIC'e'l N G DIV I s 10 i (STRUTS @32- O.C. OR 4i" O.C. DEPENDING ON RAFTER OR TRUSS SPACING) 2X6 STRUT PLT.-CONTINOUS F_ SIMPSON A-35 W/ 3-16D'S INTO G'R-- 1-1-1 - I - - GRI -1 9,1 DETERMINED AND SHEATHING CALIF. VALLEY FRAMING t 5/8" GYP. BD. 9 SCALE: N.T.S. ROOF PLY ROOF PLY L NAILING NAILING PER PLAN FIREWALL PER CODE 21 DATE SCALE E. N. SOLID FLOCKING MFG. ENG TRUSS 06-26-06 N.T.S. HURRICANE STRAP PER TRUSS DESIGN SHEET TITLE 0 wo �Dc W B x 0 x SLAB -ON -GRADE TO BE 4" CONCRETE REINFORCED WITH #3 @ 24" O.C. EACH WAY, OVER 2" SAND, OVER 6 MIL VAPOR BARRIER OVER 4" FREE DRAINING GRAVEL. FOOTING THIS WALL ONLY (D 12" WIDE X 8"DP. WALL 2X4 FRAMING L=16'-0" PROVIDE A 1 3/8" MIN. @ 16" OC so (0 c , GFIL-7- SOLID CORE 20 -MINUTE / I _(v - - - - - - - - - j RATED DOOR W/ 1 77 77 I 77 77 7 7 7 7 7 7 7 7 7 7 7 7- 77 7 7 7 SELF CLOSURE wo - - - - - - - -------GFF ------ 5/8" GYP. BD. 9 I L - - - - - - - FIREWALL PER CODE /T _j WALL 2X6 FRAMING @16OC ' - - - - - - - - tl\—@16" \� WALL 2X4 FRAMING / I // I // OC i // 24" X 24" X 12" FOOTING (2X) #4 REBAR BOT. EW LID) X 24" X 24" X 12" FOOTING GARAGE (2X) #4 REBAR BOT. EW SLAB�ON-GRAOE TO BE 4" CONCRETE REINFORCED WITH #3 124" O.P. EACH WAY, OVER 2" SAND, OVER 6 MIL VAR BAF RIER OVER 4" FREE DRAINING GRAVEL. WALL\2X6 FRAMING z w0 @16" OC CL w 0 —0 _J C C/) SSTB20 9 cl NSSTB20 PHD2 w/ > 10 _J PHD2 w/ L_ _eEL - - - - - - -- -- GFI -- - - -- - - wp L / W_ - - - - - -- &_ -- WALL 2X4 FRAMING L=8'-0" 1 _@16" OC 4 22'-0" t. 4" CONCRETE SLAP ON GRADE FIRSTFLOOR PLAN W/ #3 @ 24" O.C. EACH WAY 968 SQ. FT. BRACED WALL PANEL D ER ®MIN. 2x STUDS AT 16" O.C. WITH LAPPED SIDING OVER L=48" 3/8" MIN. A.P.A. RATED SHEATHING. NAIL . SHEATHING w/ Ed's AT 6v'/12" PER CBC 2320.11.3.3. 17MIN. 2x STUDS AT 16" O.C. w/ 1/2" GYP. BD. INTERIOR SHEATHING AND NAILED w/ 5d COOLER @ 7" O.C. AT L=96" PANEL EDGES. BWP ©MIN'ALTERNATE 2x STUDS AT 16" O.C. w/ 1/2" GYP. BD. OVER 3/8" MIN. L=32" A.P.A. RATED SHEATHING. USE SIMPSON PHD2 AT EACH END PER CBC 2320.11.4 NAIL SHEATHING W/ 8D'S AT 6'712" PER CBC 2320.11.3.3. NOTE: FUR OUT REMAINING WALL TO PLANE w/ B.W.P. 3 MA WINDOW LEGEND XO - HORIZONTAL SLIDER TEMP - TEMPERED DOOR LEGEND GD -GARAGE DOOR SC - SELF-CLOSING ............. ................. ......... ......... .. .................. o.. ...... ........... ......................... .. **''** ..... ............. ............................. ..*.'.'-*.*-'.*EXISTIN HOUSE%%%%%%% II I .............................. ........ ..................... .......... .......... POSITION WALL BETWEEN ........ ................. ................ DOOR AND WINDOW 6:12 DORMER MIN 32" FROM DOOR OVERFRAMINGSEE DETAIL 5/Gl'..*..*.*.-'..*-*.*.*.*.'.*.*.*- ................ .... ........ ....................................... ............... ............................... . .... ....................................................... c*o ........... ............... ................................. ... CD ...... ....................................................... o• .................... ................................... ...... co. . . . ...'.'.'..'.'.........'.'.'...'.'...'..'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'... .�__........ .............. ... _j I qll -- - — - — - — - — — - — - — - — - — -- 4X12 DF#1 HEADER - — - — - — - — - — — - — - — - — - — - DBL. TRIMMER - — - — - — - — - — — - — -- — - — - — - Nclj o 3-1/8" x 12" GIL 24F -V4 7 o: �_ 77 11.- — II it - — - — - — - — - — — - — - — - — - — - II DBL. TRIMMER - — - - — - — - — - SECT 1 !1 — - — - — - SECT 1 G2 G2 H- - - - - - K6 U) II LU 9 U) N U) - - - - - - - - - - - - - - - - - - 04 0 II GARAGE b z 4X6 POSTLu— . I II CIJ 77 p L) A-0 x WALLS BELOW TYP. 5-1/8" x 12" GIL 24F -V4 - — - — — - — - — - — - ------ - --- II II 4X6 POST ---i II � � � � � � � � II (' i% O 22'-0" ROOFFRAMING PLAN 2 X 4 OUTLOOKERS 32" O.C. TYP. WALLS W/ 2X4 FRAMING @ 16" O.C. TYP. WALLS W/ 2X6 FRAMING @ 16" O.C. TYP. SIDING PER PLAN 2 X 4D.F. *2 STUDS 16" O.C. TYP. 2 X 4 P.T. SILL TYP. 5/8"0 X 10* ANCHOR BOLTS Wl 5/8 B.P. 6'0.C. TYP. W/ 2x2 CUT WASHERS ./ \.• os ''- o #4 REBAR T&B V-6" I. TYPICAL GARAGE FOOTING SCALE: N.T.S. FN3429 4' 2 - 2 X 4 TOP PLATES CONTINUOUS HEADER PER PLAN MINIMUM 3/i" A.P.A. RATED SHEATHING W1 8d (0.113 X 2 3/8) NAILS @ 6" C.C. EDGES AND 12" C.C. FIELD DOUBLE STUDS @ CORNERS MIN. 1/2"0 X 10" ANCHOR BOLTS MIN. 7" EMBEDMENT 2 X 4 P.T. SILL BRACED WALL PANEL 1/4"= V-0" 2- #4 HORIZONTAL W/ 5"EMBED IN SIMPSON EXISfVG HOUSE SET EPDXY FOUNDATION GARAGE Z D FOUNDATION 72 x .7 #4 HORIZONTAL W/ 51' EMBED IN SIMPSON SET EPDXY FOOTING TO FOOTING CONNECTION SCALE: N.T.S. FNN. 3 2'-i" < 4'-0' 2 - 2 X 4 TOP PLATES CONTINUOUS HEADER PER PLAN MINIMUM 3/a" A.P.A. RATED SHEATHING Wl Id (0.113 X 2 3/8) NAILS @ 6" C.C. EDGES AND 12" C.C. FIELD DOUBLE STUDS @ CORNERS MIN. 1/2" 0 X 10" ANCHOR BOLTS MIN. 7" EMBEDMENT PHD2 HOLDOWNS W/ SSTB 20 ANCHOR BOLTS OR EQUIV. 2 X 4 P.T. SILL 1 L i d" MIN " I i" MIN ALTERNATE BRACED WALL PANEL PREPARED BY f offmict" 0IFF". 0-1, �l I loo IN 530-899-2945 530-899-0688 FAX sdg@sierradesigngroup.com COPYRIGHT 2001 SIERRA DESIGN GROUP ALL RIGHTS RESERVED. NO PARTS MAY BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF SIERRA DESIGN GROUP. PREPARED FOR SERENITY HOMES 2490 BRUCE RD., CHICO, CA 95928 PHONE (530) 566-9480 FAX (530) W,-9482 ENGINEERED BY A 4 - Ii Lit E N C31 N F rJ47firNIG BOLD, DESIGN STIREAMLINE'@NGINEERING PHONE: COMMERCIAL 60 INDEPENDENCE CIRCLE (530)892-1100 RESIDENTIAL V'r FAX: STRUCTURAL Gl CHICO, CALIFORNIA 95973 (530)892-1115 ENERGY ADA COMPLIANCE ENGINEER STAMP _j Z u V s(nz 3 0 z LL 6 a c: cl < M7 fl LL U c Ll 6c OF 10 PROJECT INFORMATION 430 Gl DUFFERT GARAGE STEVE & CAROL DUFFERT ASHERVILLE RD. MAGALIA, CA. 95954 LIVE ROOF LOAD 40 PSF DEAD ROOF LOAD 10 PSF APN 064-050-036 DRAWING NOTES/REVISIONS 1/4' 1 '-0' EXISTING RAFTERS OR TRUSSE 1 1 II II 2'0.. 2X6 DF*2 RAFTERS @ Z-0- O.C. SIMPSON A-35 N li II 1' ii it ii ii 11 u JACK TO VALLEY PLT. 2X6 VALLEY PLT. W/3-16D'S N 41 ii INTO EACH EXISTING RAFTER OR TRUSS 2X4 STRUT FROM JACK RAFTER TO EXISTING TRUSS OR RAFTER (REQUIRED LOCATIONS) 2X$ DF82 RIDGEMEAM RAFTER PER PLAN 7/ SIMPSON A -35F CONNECT STRUT TO JACK RAFTER WWW r BUTTE C01.1,11714 I Y 2X4 STRUT, FROM JACK RAFTER TO EXISTING TRUSS OR RAFTER LIC'e'l N G DIV I s 10 i (STRUTS @32- O.C. OR 4i" O.C. DEPENDING ON RAFTER OR TRUSS SPACING) 2X6 STRUT PLT.-CONTINOUS APPROVED SIMPSON A-35 W/ 3-16D'S INTO — k STRUT YO STRUT PLT. CONNECTION EXISTING RAFTER OR TRUSS EXISTING RAFTER OR TRUSS AND SHEATHING CALIF. VALLEY FRAMING r5 SCALE: N.T.S. ROOF PLY ROOF PLY L NAILING NAILING PER PLAN DATE SCALE E. N. SOLID FLOCKING MFG. ENG TRUSS 06-26-06 N.T.S. HURRICANE STRAP PER TRUSS DESIGN SHEET TITLE EN FASCIA BY OTHERS PLYWOOD & NAILING PER PLAN EAVE DETAIL SCALE: N.T.S. A35 SPACING PER SHEAR WALL SCHED., OTHERWISE 4'-0" O.C. TYP., U.N.O. 6 Gl GARAGE PLAN SHEET NUMBER G1 A B IC ID 1 2 3 4 5 I SECTION A 1/4" = 1'-0" COMPOSITION SHINGLE ROOFING TYP. 7/16" O.S.B. SHEATHING TYP. APA RATED 2 X 4 MANUFACTURED TRUSSES 24" O.C. TYP. 2 X 4 BLOCKING TYP. VENTILATION PER CODE GARAGE 4" CONCRETE SLAB TYP. -� 2" MIN. GRAVEL TYP. —, \ EXISTING HOUSE LEFT SIDE ELEVATION MIN. 3/8" A.P.A. RATED SMART PANEL APPLIED W/ 8D (0.113 X 2 3/8") NAILS @ 6" CC EDGES & 12" CC FIELD TYP. 1 2 X 4 D.F. #2 STUD WALL G1 FRAMING 16" O.C. TYP. G2 RIGHT SIDE ELEVATION FRONT ELEVATION EXISTING HOUSE PREPARED BY lmcmiom orlaour 530-899-2945 530-899-0688 FAX sdg@sierradesigngroup.com COPYRIGHT 2001 SIERRA DESIGN GROUP ALL RIGHTS RESERVED. NO PARTS MAY BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF SIERRA DESIGN GROUP. PREPARED FOR SERENITY HOMES 2490 BRUCE RD., CHICO, CA 95928 PHONE (530) 566-9480 FAX (530) 566-9482 ENGINEERED BY {- n . ENGINFE'�;c UIL.IING'ESIGN STREAMLINE ENGINEERING PHONE: COMMERCIAL 60 INDEPENDENCE CIRCLE (530)892-1100 RESIDENTIAL FAX: STRUCTURAL CHICO, CALIFORNIA 9573 (530)892.1115 ENERGY ADA COMPLIANCE ENGINEER STAMP w ej QR�JFES�i��, _ofo 0 - OL t l}> C i l w < s� C IL w 5= u OF CA L I? is Lu oz PROJECT INFORMATION DUFFERT GARAGE STEVE & CAROL DUFFERT ASHERVILLE RD. MAGALIA, CA. 9,15954 LIVE ROOF LOAD 40 PSF DEAD ROOF LOAD 10 PSF APN 064-050-036 DRAWING NOTES/REVISIONS DATE SCALE 06-26-06 N.T.S. SHEET TITLE GARAGE ELEVATION SHEET NUMBER G2 FUQUA HOMES Fax;1-541-382-3066 Jun 15 2006 01:10pm P004/004 FUQUA HOMES INC. BEND,OREGON DIVISION7F CSR-4493DCFP-40 COLUMN SUPPORT REQUIREMENTS 'ARLINGTON, TEXAS APPROVAL: MODEL: 4493DCFP ROOF LIVE LOAD: 40 ROOF DEAD LOAD: 10 LENGTH: 53,--4" WIDTH: 25'-8" 'A'—HAL i N c 0 N� a oza.. N •f (7 N °D E D 7. C4 U -NI #11 A H N 1#5 1 �k4 H 3 G k2 F 88 ,o , %D N J K • #6�1 �#7 ,I .r c� to Ln 'B'—HALF COL. DOWNWARD LOAD (LBS) COL. f DOWNWARD LOAD (LBS) COL. DOWNWARD LOAD (LBS) (OPT. PORCH) (OPT. PORCH) 8450 8 2246 . 2 7457 „„ 9 ^1123^ 3 2380 10 802 4 361 5 2219 6 802 7 1123 FOOTING OR PAD SIZE MUST BE DETERMINED BY DIVIDING THE SOIL BEARING CAPACI T ISE,,I DOWNWARD LOAD, EX. SOIL BEARING CAPACITY 1500 PSF, DOWNWARD LOAD = 3205 �k Q D! FOOTING SIZE = 3200 LBS e' 1500 PSF 2.13 S0. FT. ,., INSTALL MIN. 4000{ RATED PIERS AT 32. O.C. BELOW MARRIAGE LINE WALLS N7= TRANSFER LOADING Received Time'uhn. 15.L20061 2:01PMlENo.2084vTS. SET PIERS 16 ON ENDS. FUQUA HOMES Fax;1-541-382-3066 Jun 15 2006 01:10pm P003/004 � I E I ' O CAWa , GAS AM e wrm I GE DORin t I 1 I o lo j 8E 3 it I. t Y ts'-o• `BAT r2 1 OPT. GE li 1 TO BE WE cONSTR ON II 1 O O JJ r - ----G I 13Dk3o I LIVING ROOM �" te'-�' ■ tY-1• nwn. "� WITH 20' GARAGE V I j I DINING 1 j p STONE RIDGE gY' I rlAg rT15 PLAN 449 3 D yX� k--��Llw -- R(-- 1232 SQ. FT. I t OPT. CR AN %"" P LAN 4493DCFP ARCH PORCH i I W/ CRAFTSMAN ARM w x' s . OPT. PORCH ------------------------------------ 1232 SQ. FT. 1 OPT t i ''PLAN 4493DBCP6 Po" V._ 4x� _____ 2 ocT�_� I W/6-12 PITCH _.. OPT. PORCH _ 12904) '' yyr - ----- -.PLAN'. � ,- -- � -; 4493DBCP4 ILU lMT i� OPT I I W/4-12 PITCH roRat OPT. PORCH I 1307 SQ. FT. 1 , Received Time Jun.15, 2006 2:07PM No,2084 ADDED FOUNDATION WIDTH NOTE MPF 1-24-03 3T LITE ADD NOTE K4 L REVLSE DIMENSIONS TCD 11-18-02 pRAVN Ir[ irt�ac CHECMI 441M1CFK 3CALc 3/161=I'-0' .FUQUA HOMES FUQUA HOMES INC. •�TME. SHEET c FOUNDATION LAYOUT 4493DCFP11EV"' 0 0 a i .r NCTES, '+ a .r 22' CU NOTE, a GARAGE IS AVAILA3LE SHEET SEE TYPICAL IFILFOUINF13R tAONUT LOCA7ION WITH 4112 ROOF ONLY A OUT RECOMMENDED FOUNDATION �. GARAGE 2) SEE COLUMN SUPPORT REQUIREMENT SHEET FOR SUPPORT REQUIREMENTS AT W THE MARRIAGE LINE.' t c 3) REFER TO SETUP MANUAL FOR ' 3 SOIL LOADING & PAD SIZE INFORMATION. Co 4) PERIMETER OR BASEMENT FOUNDATION W I :1 WALLS MUST GO AROUND PORCH AREA T[ II v~iiV (T) W ! PREVENT MOISTURE FROM COLLECTING c t (V -i n N o UNDER THE HOME. (SEE SETUP 0 3 INFORMATION FOR DETAILS) I I 5) THE OVERALL WIDTH IS FOR THE FOUNDATION ONLY. INC h= WILL GROW AS MUCH AS 1DUE MARRIAGE S LINE EXPANSIOTHN THIS DOESN'T WCLUDE LI w _---------._ __—� —. ------_------------ _—_— —_-- --- ING SIDANDTRDi CENTER LINE TYr. I'-BEAM—./ o •� PORCH 'A' -HALF o 1 0 I CENTER LINE TYP. 'P -TEAM ------- --- -- — - — - — - — - — - — - — - — — - — ------ -- * LINE----_---- --- BITCH END --_—_----_----- ------------NARRUOE N , CD Ul -_._--_—_—.------ co ---_---- .—_ _-------- --- __--- -- CENTER LINE TYr. 'I'-3EAM -.J --- I y '3' -HALF l P PERCH 0,_1 o J 111111 CENTER CDaE TYR 'I -1EAM � to cul DASHED LINES ARE THE CENTER LINE OF THE 'I -BEAM' t _ O -' Ln N Ln ... . ' (n iw ADDED FOUNDATION WIDTH NOTE MPF 1-24-03 3T LITE ADD NOTE K4 L REVLSE DIMENSIONS TCD 11-18-02 pRAVN Ir[ irt�ac CHECMI 441M1CFK 3CALc 3/161=I'-0' .FUQUA HOMES FUQUA HOMES INC. •�TME. SHEET c FOUNDATION LAYOUT 4493DCFP11EV"' 0 0 a 'FileCopy Owner D U)+ FRS' APN -06y-05-o..O36 BP# 06 ! t .. �. .,„ - n _ r.., • PT y y I GENERAL CONDITIONS: 1-1 The Builder is responsible for obtaining all necessary approvals and permits from all governing agencies. - Streamline Is not the Engineer of Record for the project. The Builder Is responsible for coordinating with other trades and scheduling Inspections. All work Is subject to Building Department field Inspector's approval. 1-2 The Budder shall verify all dimensions, details and fob site conditions prior to commencing work and notify the Engineer In writing of any discrepancies. before purchasing materials or scheduling labor, 1-3 All construction and methods shall be In strict conformance with the applicable provisions of the 2001 CBC, and the latest edition of the UMC, UPC, NEC, and applicable Municipal, State, and Federal regulations including OSHA safetystandards. The Builder shall provide all measures necessary to protect people and property during consruction. r 1-4 The Engineer Is responsible for the foundation design only. Should any changes be made from the design as specified In these drawings without written approval from the Engineer, then the Engineer will assume no responsibility for any element of the structure. 1-5 Additional plans (site plan, roof drainage, plumbing, heating and ventilation, mechanical, mfg. home etc.) by others, unless otherwise noted or Indicated on the drawings. I-6 The Builder Is responsible for preventing water Infiltration Into the building through the roof, walls, or floor. I-1 The contractor or owner shall determine If the structure Is in a flood plain t notify the engineer In writing if It is. The foundation is not designed to resist the effects of flooding. I-8 Building design criteria (IA. snow load, wind speed/exposure, seismic zone etc.) Is determined by others. It Is not the responsibility of Streamline Engineering to verify the accuracy of the design criteria. 1-9 The contractor shall not obtain finished dimensions by scaling from the plans. Scales shown are for reference only. 1-10 Design and Installation shall be in accordance with the Fuqua Homes installation manual, The builder shall be responsible for following proper set-up procedures. 1-11 Where no specific detail Is shown, the construction shall be similar or Identical to that Indicated for like areas on the project In accordance with relevant building codes. If the builder Is not clear on how to construct any elements represented by this plan, he should contact the engineer before proceeding. FOUNDATION: _ 2-1 The Builder Is responsible for locating all buried objects that may be encountered but that are not shown on these plans. The foundation is designed to be placed on an engineered pad on non expansive soil. The Builder shall notify the Engineer In writing if any unusual soil conditions such as organic soils, expansive soil, clay, or uncertified fills are found at the site. 2-2 All excavations shall be Inspected and approved by the Building Official before concrete Is poured. i Engineered fill may be used as existing grade provided compaction tests are presented to the Engineer Indicating a minimum compaction of 90% relative compaction per ASTM 1551. Fill material shall be free from debris, vegetation, and other foreign substances, Cuts and fills are to conform with CBC Appendix ,joints 3312 and 3313. ON THE 2001 CALIFORNIA BUILDING 2-3 Builder is responsible for providing drainage behind all retaining walls such that .water can not accumulate behind ;:: : , ,• r w ,_ _ , w > . � � « •��: +,; GRAVITY LOADS: L walls. .,. � ^. .. .. 1/211 OSB OR PLYWOOD F 2-4 All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 5 feet. i '7:j • fr'kt 5/8" GYPSUM WALLBOARD 3.2 PSF 2-5 The Contractor shall be responsible for determining the exact location of all anchor bolts, prior to PER DETAIL 3000 1611 I; placement of concrete. PER DETAIL 4000 2-6 Anchor bolts to be 1/2" diameter x 1" minimum embedment into concrete spaced per plan. Bolts shall PER DETAIL 5000 2411 be located within 12" of each end of 2x sill plate with a minimum of two anchor bolts per sill plate. PER DETAIL 6000 3011 - Anchor bolts shall have 2" x 2" x 3/16" steel washer. PER DETAIL 7000 2-1 Foundations supporting wood shall extend at least 6 inches above the adjacent finished grade. PER DETAIL 8000 32" Individual concrete or masonry piers shall project at least 8 Inches above exposed ground. PER DETAIL 90'00 2-8 Provide an I8"x24" under floor access. PER DETAIL 10,000 3ro" 4011 PER DETAIL 11,000 2-9 Provide 6"x1411 screened under floor vents per code. PER DETAIL 12,000 2-10 Wall stems may be 8" cmu with all cells grouted w/x4 Is 24" oz. hortz. t vert. PER DETAIL 13,000 36:1 5211 PER DETAIL PRESSURE TREATED SILL CONCRETE: FOR QH > OR EQUAL TO 48" S. 3-1 All concrete shall have a minimum of 5 sacks of cement / cubic yard, a maximum slump of 411 +/- 1" FILL ONE PAIR OF OPPOSITE 9. 1/2" X 10" ANCHOR BOLT and a minimum Pc■2,500 psi after 28 days curing unless otherwise noted. Aggregate size shall be a ` 5. W/ SPACING PER TABLE III maximum of 1-1/2" In foundations and 3/4" at all other locations. ; 3-2 All cement used shall conform to ASTM C-150 and shall be Type 11 or Type III low alkali. CODE 3-3 Aggregate shall conform to A5TM C-33 and shall not contain materials which are alkali reactive as CONCRETE FOOTING 10. #4 TOP AND BOTTOM U.O.N. determined by ASTM C-221, 289, and 295.' WITH "W" & "L" PER TABLE I C147 5 II; 3-4 Concrete exposed to freezing or thawing shall be protected In accordance to the latest edition of ' ) INSTALLED PER MFGR'S. RECOMMENDATIONS the ACI code and CBC appendix, chapter 19. 3-5 Water proofing of foundations, retaining walls, and slab on grade II: the responsibility of the Contractor or Owner. ON THIS SHEET WITH 3-6 Vibrate concrete around all bolts, rebar and surfaces. 7. UNDISTURBED SOIL 3-1 Construction shall be clean and wet H to ourin t 9. p pg concre e. 3-8 Concrete shall have a water -cement ratio of 0.45 Ib./Ib. or less. STEEL: 5-1 Reinforcing steel shall conform to the provisions of ASTM A-615, Grade 40 for 04 bars and smaller and ASTM A-615, Grade 60 for 05 bars and larger. All rebar to be deformed and all splices shall not be less ' than 40 bar diameters of the larger bar. Horizontal laps In adjacent bars shall be staggered 5' - O" minimum. 5-2 Reinforcement cover shall be as follows+ Concrete cast against and permanently exposed to soil: 3" Concrete with soil or weather exposures 05 bars and smaltert 11/211 5-3 All reinforcing steel and anchor bolts shall be accurately secured In position before and during concrete placement. 5-4 Bolts, nuts, and tag screws shall conform to the proJislons of ASTM A-307, Grade A. �• _ , . " - 5-5 All reinforcing steel*hall be clean and free of deleterious materials at the time of oncrete placemtent. , T E•, ,.. F� ♦' s; s FRAMING / LUMBER: _ 6-1 All wood bearing on concrete shall be pressure treated Douglas Fir Larch. 6-2 Provide 2 x 2 x 3/16" plate washers on all foundation anchor bolts. 6-3 Where anchor bolts have been incorrectly placed (not including holdown anchors) or for retrofit construction, use Simpson RFB 05 x 10 w/ ET -22 epoxy and '1" embedment to concrete, and install per manufacturer's recommendations. If the location Is less than 2" from the edge of concrete, Engineer's approval Is required prior to Installation. Special inspection is required. Locate and avoid all existing reinforcing prior to drilling. 6-4 All bolts and lag screws shall be tightened upon installation and retightened before closing In or at completion of ,lob. 6-5 Lag screws shall be screwed, not driven, Into pre -drilled holes of 2/3 the shank diameter. 6-6 Holes for bolts shall be bored with a bit 1/32" to I/t6" larger than the nominal bolt diameter. 6-1 Structural members shall not be cut for pipes, etc. unless specifically noted or detailed. 6-8 All framing anchors, clips, straps, hangers, holdowns, etc., shall be manufactured Simpson Strong -Tie Company or equivalent, Installed per manufacturer's recommendations. 6-9 Nailing schedule per Table 23 -II -B-1 of the 2001 CBC. 6-10 All nails shall be box, machine, or green sinkers as specified. Where exposed to weather, nails shall be galvanized. FOUNDATION ANCHORAGE FOR SINGLE- FAMILY RESIDENCE BASED ON THE 2001 CALIFORNIA BUILDING CODE: F - FOOTING DEPTH GRAVITY LOADS: L ROOF: COMPOSITION SHINGLES 3.0 PSF 1/211 OSB OR PLYWOOD 15 P5F FRAMING 3.0 PSF R-30 INSULATION (OPTIONAL2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.3 PSF DEAD LOAD 14.0 PSF LATERAL LOADSt SEISMIC: 25.* 0.36*W = 0.164 W FOR LIGHT 55 FRAMED SHEARWALLS WHERE R = 5.5 601L PROFILE = Sd FOR STIFF SOiL Ca = 0.36 PER CBC TABLE 16-0 E- 150 = p * VW 0.245 W/1.4. = 0115 NET FORCE= 0.245 W/1.4 = 0.175 W = W1NDt EXPOSURE = C METHOD 2 WiND SPEED = 80 MPH Cq = 1.3 q9 = 16.4 Ce 0-15' = 1.06 Cq *qs *Ce = 0.0226 KSF STRUCTURAL CALCULATIONS: I MOBILE HOME ANCHORAGE TO FOUNDATION: O 11lh1.4-. O' FLOOR PLAN Y I� (MAX.) i t Wbldg 2 ' ELEVATION OF ENDWALL WEIGHT OF BUILDING (WT) = 41 PSF © WIDTH OF BLDG (Wbldg) = 40 FT. LENGTH OF BLDG (Lbidg) = 67 FT. HEIGHT OF BLD'G (Hbldg) = 9 FT. HEIGHT OF RIDGE (Hridge) = 19 FT. LATERAL FORCE PERPENDICULAR TO RIDGE WIND FORCE (Vwind) = PWind * (Lbidg/2)* (Hridge - Hbidg/2) yK#t VWind = II K : SEISMIC FORCE '(Vselsmic) = (WT/2) K Vselsmic = 9.6 K (WIND GOVERNS) ® ANCHOR BOLT SPACING (ABspacing) = 0.760K/BOLT * Wbldq/V ABspacing= 32 in MAXIMUM. LATERAL FORCE PARALLEL TO RiDGE WIND FORCE (Vand) = PWind * (Wbldg/2)*(Hridge - Hbldg/2) VWind = 4.3 K SEISMIC FORCE (Vselsmic) = (WT/2) * K Vselsmic = 9.6 K (SEISMIC GOVERNS) ANCHOR BOLT SPACING (ABspacing) = 0.760K/BOLT * Wbidg/V ABspacing = 60 in. MAXIMUM CONCRETE FOOTING DIMENSION AT MARRIAGE LINE SUPPORT PIERS ALLOWABLE SOiL BEARING PRESSURE = 1000-P5F SEE MFGR'S PLANS FOR MiNiMUM PIER CAPACITY UNDER RIDGESUPPORT POST MAXIMUM PIEP LOADS (LBS) SEE NOTE i F - FOOTING DEPTH 07 L 71 - 6" 16" -14"- PER DETAIL 2000 16" 1$" PER DETAIL 2500" - 16" 23" FLOOR PLAN Y I� (MAX.) i t Wbldg 2 ' ELEVATION OF ENDWALL WEIGHT OF BUILDING (WT) = 41 PSF © WIDTH OF BLDG (Wbldg) = 40 FT. LENGTH OF BLDG (Lbidg) = 67 FT. HEIGHT OF BLD'G (Hbldg) = 9 FT. HEIGHT OF RIDGE (Hridge) = 19 FT. LATERAL FORCE PERPENDICULAR TO RIDGE WIND FORCE (Vwind) = PWind * (Lbidg/2)* (Hridge - Hbidg/2) yK#t VWind = II K : SEISMIC FORCE '(Vselsmic) = (WT/2) K Vselsmic = 9.6 K (WIND GOVERNS) ® ANCHOR BOLT SPACING (ABspacing) = 0.760K/BOLT * Wbldq/V ABspacing= 32 in MAXIMUM. LATERAL FORCE PARALLEL TO RiDGE WIND FORCE (Vand) = PWind * (Wbldg/2)*(Hridge - Hbldg/2) VWind = 4.3 K SEISMIC FORCE (Vselsmic) = (WT/2) * K Vselsmic = 9.6 K (SEISMIC GOVERNS) ANCHOR BOLT SPACING (ABspacing) = 0.760K/BOLT * Wbidg/V ABspacing = 60 in. MAXIMUM USE: 1/2" DIAMETER x 10" ANCHOR BOLT AT 32" O.C. ALONG THE WIDTH OF THE BUILDING AT LiNE ®E 1/2" DIAMETER x 10" ANCHOR BOLT AT 6011 O.C. ALONG THE LENGTH OF THE BUILDING AT LINE (DE O2 1211 OOTING DETAIL 12" SOOTING DETAIL - i - TABLE I CONCRETE FOOTING DIMENSION AT MARRIAGE LINE SUPPORT PIERS ALLOWABLE SOiL BEARING PRESSURE = 1000-P5F SEE MFGR'S PLANS FOR MiNiMUM PIER CAPACITY UNDER RIDGESUPPORT POST MAXIMUM PIEP LOADS (LBS) SEE NOTE i F - USE: 1/2" DIAMETER x 10" ANCHOR BOLT AT 32" O.C. ALONG THE WIDTH OF THE BUILDING AT LiNE ®E 1/2" DIAMETER x 10" ANCHOR BOLT AT 6011 O.C. ALONG THE LENGTH OF THE BUILDING AT LINE (DE O2 1211 OOTING DETAIL 12" SOOTING DETAIL - i - TABLE I CONCRETE FOOTING DIMENSION AT MARRIAGE LINE SUPPORT PIERS ALLOWABLE SOiL BEARING PRESSURE = 1000-P5F SEE MFGR'S PLANS FOR MiNiMUM PIER CAPACITY UNDER RIDGESUPPORT POST MAXIMUM PIEP LOADS (LBS) SEE NOTE i FOOTING SIZE FOOTING DEPTH W L 71 - 6" 16" -14"- PER DETAIL 2000 16" 1$" PER DETAIL 2500" - 16" 23" PER DETAIL 3000 1611 I; 2711 PER DETAIL 4000 24" 24" PER DETAIL 5000 2411 30" PER DETAIL 6000 3011 - 29" PER DETAIL 7000 3011 3411 PER DETAIL 8000 32" 36" PER DETAIL 90'00 36" 361 PER DETAIL 10,000 3ro" 4011 PER DETAIL 11,000 3611 4411 PER DETAIL 12,000 36" 4811 PER DETAIL 13,000 36:1 5211 PER DETAIL 1. MANUFACTURED HOME BY 1. 4"x 6"x 16" SUPPORTS PiER LOAD OTHERS EDSOUTHERN AT MARRIAGE LINE. OTHERS 71 - 6" t PINE ORHEM-FIR. 2. 8d GALV. @ 6" O.C. EDGES 2. 3/8" CDX OR EQUAL WITH 3. 2 X 4 TOP PLATE '� O 2. MIN. 3/4" THICK PIER CAP 4. 16d SINKER @ 12" O.C. i HEM -FIR OR SOUTHERN 5. 3/8" CDX OR EQUAL WITH DETAIL A PINE. PANEL SIDING WITH 8d HOT 8d @ 6"/12" OR 5/16" HARDI 3. MIN. 2" SOLID CONCRETE p ?. PANEL SIDING WITH 8d HOT 3 CAP BLOCK. ` DIPPED GALVANIZED NAILS 2 4. 2 - #4 CONTINUOUS WITH @ 6"/12" INSTALL PER MFG.4. @ 6"/12" INSTALL PER MFG. HOLLOW -CORE CONCRETE RECOMMENDATIONS 2 ; BLOCK w/ CELLS VERTICAL 6. 2 X 4 PONY WALL WITH s 5. FOR QH LESS THAN 48" STUDS @ 16" O.C. HORIZONTAL #4 REBAR @ 18" 3. PLYWOOD SPLICE 9 _ NO GROUT REQUIRED 7. 8d @ 6"/12" INTO 2 X 4 5 H Z PRESSURE TREATED SILL 4 FOR QH > OR EQUAL TO 48" S. UNDISTURBED SOIL s FILL ONE PAIR OF OPPOSITE 9. 1/2" X 10" ANCHOR BOLT 7. CORNER CELLS AS SHOWN 5. W/ SPACING PER TABLE III - Z u IN DETAIL A WITH GROUTAND REBAR ON THIS SHEET WITH SPACING PER TABLE II CODE 2" X 2" X 3/16" STEEL WASHER (! s� 6. CONCRETE FOOTING 10. #4 TOP AND BOTTOM U.O.N. a 1 -o WITH "W" & "L" PER TABLE I C147 5 II; O L w ;-- 7.', 44 REBAR FACN I#A4e AT- N.T.S L �hG Fdf.. A LL rl f_ f F• L 6 MARRIAGE LINE SUPPORT. N.T.S. 4 1. MANUFACTURED HOME BY ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF ON -CENTER PIER SPACING PiER LOAD 1. FINISH SIDING OR TRIM 2,000 OTHERS 71 - 6" 2,400#72 x 12 x 30" 2. 4x4 DF BLOCKING 2. 3/8" CDX OR EQUAL WITH WNO 1 LONG WALL 1/211 DIAM. 60" O.C. 8d @ 6"/12" OR 5/16" HARDI i WWBttui 3. VERTICAL #4 REBAR @ 32" O.0 2" X 2" X 3/16" STEEL WASHER PANEL SIDING WITH 8d HOT 9 10 11 & INT:- SUPPORT p ?. CENTER IN STEMWALL 3 DIPPED GALVANIZED NAILS ` 2 4. 2 - #4 CONTINUOUS WITH CONTINUOUS 3/8" CDX PLY. @ 6"/12" INSTALL PER MFG. - - 3" CLEAR TO BOTTOM FLOOR TO MUDSILL WITH RECOMMENDATIONS 5. HORIZONTAL #4 REBAR @ 18" 3. PLYWOOD SPLICE 9 _ O.C. TYP. 4 x 4 D.F. BLOCKING Z 13 6. 2 x 8 x 16" P.T. PAD 4. 3/8" CDX OR EQUAL WITH 8 6 ,~X 7. 2 x 12 P.T. PAD WITH 5. 4 X 6 RIM WITH VENT PER - Z u SPACING PER TABLE II CODE �' OR 24"x 24" ABESCO PAD 6. 8d @ 6712" INTO 2 X 4 C147 5 II; O X d SPACING PER TABLE III INSTALLED PER MFGR'S. RECOMMENDATIONS PRESSURE TREATED SILL ON THIS SHEET WITH S. 8"x 8"x 16" CMU BLOCK 7. UNDISTURBED SOIL o o 0 0 0 0 0 0 0 0 0 o o Ili 0 0 0 0 X 9. 2x WEDGE BLOCKING S. 1/2" X 10" ANCHOR BOLT 0 0 611 2" X 2" X 3/16" STEEL WASHER 10. CHASSIS BEAM PER MFG. W/ SPACING PER TABLE III FROST 4 12 ' �' ' - 11. FLOOR FRAMING PER MFG. ON THIS SHEET WITH LINE N 2" X 2" X 3/16" STEEL WASHER 12. BASE ROCK WITH OPTIONAL 6 MIL VISQUEEN. BUILDER WILL DETERMINE IF VAPOR WILL DETERMINE IF VAPOR 3 BARRIER IS REQUIRED 9. #4 TOP AND BOTTOM U.O.N. 11311 BARRIER IS REQUIRED 13 2 x 4 P.T PLATE W/ 1/2" x 10" N.T.S. TABLE U FOOTING SIZE FOR INTERIOR PiERS ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF ON -CENTER PIER SPACING PiER LOAD PAD SIZE SiZE (0' 2,000 2 x 12 x 24" 71 - 6" 2,400#72 x 12 x 30" TA13L_E III ANCHOR BOLT SPACING AT PERIMETER STEMWALL LOCATION OF ANCHOR MAXIMUM WALL LINE BOLT SIZE SPACING OF BOLTS SHORT WALL 1/2" DIAM. 32" O.C. AT EACH END WNO LONG WALL 1/211 DIAM. 60" O.C. AT EACH SIDE ~ WWBttui FOUNDATION DESIGN CRITERiAI THE FOUNDATION AND ANCHOR BOLTS SHALL BE DESIGNED IN ACCORDANCE WITH THE 2001 CBC AND DESIGNED FOR THE FOLLOWING CRITERIA: MAX. WiNID SPEED: 80 MPH WIND EXPOSURE: C SEISMIC ZONE: 3 SOIL BEARING: 1,000 PSF SNOW LOAD: 120 PSF 1 FOUNDATION & INT. SUPP I r •� COLUM 1 1 !+ N DETAIL AT SLO O RT I N.T.S. 1 2 1. #4 REBAR IN OPPOSITE CORNERS. FILL WITH GROUT AS SHOWN FULL HEIGHT FOR ASSEMBLIES 6 BLOCKS AND HIGHER GROUT AS SHOWN. 2. FOR ASSEMBLIES 5 BLOCKS AND LESS USE DOUBLE BLOCKS ON P.T. PADS. 3. CONCRETE FOOTING 4. OPTIONAL BASE ROCK 06-1549 [BUTTE COUNTY U�LDING Q14�1�ION APPROVED PE N.T.S. - .. vR13FESSIO� -` u�, 3590 C m I 0 7' ILS ^ F OF 60'��_ W � r ANCHOR BOLTS WITH SPACING PER TABLE III WNO ON THIS SHEET WITH ~ WWBttui 2" X 2" X 3/16" STEEL WASHER 5 RETAINING & INT:- SUPPORT p ?. N.T.S. 3 tea W W t ` 1. CONTINUOUS 3/8" CDX PLY. FLOOR TO MUDSILL WITH 8d@6"/12" 9 2. 4 x 4 D.F. BLOCKING 3. FINISH SIDING OR TRIM 8 4. 2 x 4 P.T. PLATE W/ 1/2" x 10" ANCHOR BOLTS WITH SPACING PER TABLE III ON THIS SHEET WITH fl 2" X 2" X 3/16" STEEL WASHER W5. BASE ROCK WITH OPTIONAL 6 MIL VISQUEEN. BUILDER WILL DETERMINE IF VAPOR BARRIER IS REQUIRED ff Z 6. 8" x 8"x 16" CMU BLOCK WITH 11 SPACING PER MFG. 7• 2x WEDGE BLOCKING X 8. CHASSIS BEAM PER MFG. o o. Llo o. o o a o 0 0 0 0 4 9. FLOOR FRAMING PER MFG. 000 o,)o •000 00000o o 6" 10. 2 8 16" P.T. PAD = x x 5 11. 2 x 12 P.T. PAD WITH FROST F - N SPACING PER TABLE II OR 24"x 24" ABESCO PAD LINE PER BLDG. DEPT. INSTALLED PER MFGR'S. RECOMMENDATIONS i�` 12. VERTICAL #4 REBAR @ 48" O.0 W/ HORIZONTAL #4 @ 18" O.C. CENTER IN 6" STEMWALL 1 FOUNDATION & INT. SUPP I r •� COLUM 1 1 !+ N DETAIL AT SLO O RT I N.T.S. 1 2 1. #4 REBAR IN OPPOSITE CORNERS. FILL WITH GROUT AS SHOWN FULL HEIGHT FOR ASSEMBLIES 6 BLOCKS AND HIGHER GROUT AS SHOWN. 2. FOR ASSEMBLIES 5 BLOCKS AND LESS USE DOUBLE BLOCKS ON P.T. PADS. 3. CONCRETE FOOTING 4. OPTIONAL BASE ROCK 06-1549 [BUTTE COUNTY U�LDING Q14�1�ION APPROVED PE N.T.S. - .. vR13FESSIO� -` u�, 3590 C m I 0 7' ILS ^ F OF 60'��_ W � r WNO Z93 116d' ~ WWBttui ' D FZa OW p ?. a. tea W W t � v THE DESIGNS REPRESENTED BY THIS DRAWING ARE EXCLUSIVE PROPERTY OF STREAMLINE ENGINEF THIS SHEET .SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. REVISIONS DESIGN: JMR CHECKED: JMR DATE: 6/16/06 SCALE: SHOWN JOB NO. 326 S44EET NQ sm _ -I A